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Plans (76) PLM2019 -00437 RECEIVED TIGARD HAMPTON INN & SUITES OCT 242017 CM OF TIGARD PBS 11795 SW 69TH AVENUE BUILDING DIVISION Engineering + Environmental TIGARD, OREGON 314 W 15th Street Vancouver, WA 98660 SDR2017-00003 360,690.3488 www.pbsenv.cnv.com T• P nedLy 1 �r a71 aELP&t,,o Engineen Environm Engip n HOUSE ( I � � DRAWING INDEX G 7REtp ivy 9 TAX LOT TAX LOT TAX LOT �' �y u ttn.e/avitt@ DWG NO. DESCRIPTION ti .�_ TAX LOT 3100 STORMWATER DITCH \ / ' L E CO.0 COVERV 17.09.04 2700 2600 2900 (NO-WORK ZONE) COA MASTER LEGEND AND GENERAL NOTES �-'MIRES: 12%31/18^ ^� - - - - - - - - - - - - - -- CO.2 NOTES JC1.0 EXISTING TOPOGRAPHIC SURVEY- NORTHWEST SURVEYING INC. S.W. BAYLOR STREET ---- - C2.0 GRADING PLAN C3.0 SITE IMPROVEMENT PLAN } - - - - - - SW 69TH AVENUE- - - - C4.0 STORMWATER PLAN W W Q W F + + + + + + a C5.0 SANITARY SEWER AND WATER PLAN o: : a C7 Q � Q ' . � 0 � C6.0 SW 69TH AVENUE PLAN AND PROFILE W SUBJECT W 2 1: ' ; W C6.1 SW CLINTON STREET PLAN AND PROFILE PROPERTY Q �- + -y-- r C6.2 SW CLINTON STREET PROFILECn Q Q d Q C6.3 SW 70TH STREET PLAN AND PROFILE W 2 2 2 : C7.0 SIGNING, STRIPING, AND SIGHT DISTANCE PLAN LL SITE IMPROVEMENT DETAILS r co I C8.10 SITE IMPROVEMENT DETAILSIT = o HAMPTON INN & SUITES I C8.2 PRIVATE PLANTER DETAILS TAX Lor lsoo In Z I I 1S-1-36DD C8.3 PUBLIC INFILTRATION PLANTER DETAILS W >_ I I I T ssoo T C8.4 PUBLIC INFILTRATION PLANTER DETAILS • C8.5 STORMWATER AND SANITARY SEWER DETAILS co S.W. CLINTON STREET 2 �::: C8.6 STORMWATER DETAILS Z (D . - C8.7 WATER DETAILS ZZ W ZILL I: : C8.9 SIGNEDEDTAILSILS W C9.0 SIGN DETAILS Q Cl) I H0 (n C9.1 PUBLIC STRIPE DETAILS Z = W Z C9.2 PRIVATE STRIPE DETAILS > Z Z Q i Q C9.3 MISCELLANEOUS DETAILS O O CM _ : O F- ECO 1200-CN EROSION AND SEDIMENT CONTROL COVER Q Z_ EC1 1200-CN DEMOLITION AND EROSION CONTROL PLAN J EC2 1200-CN EROSION AND SEDIMENT CONTROL PLAN li to 00 0 I EC3 1200-CN EROSION AND SEDIMENT CONTROL DETAILS 5 GAR" H0 L1.0 LANDSCAPE PLAN ` Ch W I I 1-1.1 TREE CANOPY PLAN Q S.W. DARTMOUTH STREET L1.2 TREE SOIL PLAN Q) ( i ' PLANS BY OTHERS: r A100 ARCHITECT'S SITE PLAN r A200 ARCHITECT'S GARAGE FLOOR PLAN 04 TAXLOT A201 ARCHITECT'S LOBBY FLOOR PLAN Q 0 7001 A202 ARCHITECT'S SECOND FLOOR PLAN ♦^ W TAX Lor zaoo A203 ARCHITECT'S THIRD FLOOR PLAN v 1S-1-36DD A204 ARCHITECT'S FOURTH FLOOR PLAN L A205 ARCHITECT'S ROOF PLAN r (~=y SITE VICINITY MAPI A300 ARCHITECT'S NORTH ELEVATIONS LTr „ A301 ARCHITECTS WEST NS 0 SCALE: NONE I 3 '' .. A302 ARCHITECT'S SOUTH ANDELEVATI ELEVATIONS A5.1 ARCHITECTS 69TH AVENUE PERSPECTIVE -SW 70TH AVENUE- - A5.2 ARCHITECT'S SOUTH WEST CORNER VIEW - - - - - A5.3 ARCHITECT'S NORTH EAST CORNER VIEW TAX LOT v TAX LOT rnxLDT A5.4 ARCHITECT'S PARKING LOT PERSPECTIVE 2600 . 3500 3503 �" ` \ UTILITY NUMBERS HOUSE HWM HOUSE CITY OF TIGARD -WASTEWATER AND STORM 503.718.2704 iV I PORTLAND GENERAL ELECTRIC 503.672.5483 J 1 TUALATIN VALLEY WATER DISTRICT 503.848.3000 J FRONTIER COMMUNICATIONS 503.641.4463 N TUALATIN VALLEY FIRE AND RESCUE 503.259.1504 1i - COMCAST 503.596.3809 V NW NATURAL GAS 503.226.4221 O I ! I Y HORIZONTAL DATUM p 0' 20' 40' 80' THE BASIS OF BEARINGS ARE FROM SURVEY NUMBER 30,651, SITE SUMMARY. I WASHINGTON COUNTY SURVEY RECORDS. SCALE: 1" = 40' VERTICAL DATUM PARCEL#S: 1S136DD02100, 1S136DD02200, 1S136DD02300, I ELEVATIONS SHOWN HEREON ARE NAVD29. Y 1 S 136DD02400,1 S 136DD02500 I wr EXTENTS OF PROJECT: 80,703 SF/1.85 ACRES BENCHMARK ZONING DISTRICT: MUE (MIXED USE EMPLOYMENT) I w QUARTER SECTION: SE Y4 OF SECTION 36, T1S, R1 W, 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. EXTENTS OF PROJECT: 80,703 S.F. I ELEVATION =273.51' FOOTPRINT: 23,542 S.F. ON-SITE IMPERVIOUS AREA: 44,881 S.F. ry ON-SITE PERVIOUS AREA: 12,280 S.F. ON-SITE PARKING STALLS: 121 WATER SERVICE: TUALATIN VALLEY WATER DISTRICT SANITARY SEWER SERVICE: CITY OF TIGARD rz STORM WATER DRAINAGE: CITY OF TIGARD o a ELECTRICAL SERVICE: PORTLAND GENERAL ELECTRIC ti o BUILDING SETBACKS: PER SITE COVENANT REQUIREMENTS LU CS BUILDING HEIGHT: PER CITY OF TIGARD STANDARDS Al SOLID WASTE STORAGE PROVIDED: 347 S.F. CITY OF TIGARD Approved......................... . ... [ ] o 8 Conditionally Approved........... GENERAL INFORMATION . See Letter to:Follow.................. � , PROJECT: 70976.002 o Attached................ [ ] , DRAWN: PVR APPLICANT/PROPERTY OWNER: ENGINEER: ARCHITECT: Permit Number: ��r'l d01'1-GNU 4'irl DVKOCR, LLC. PBS ENGINEERING + ENVIRONMENTAL HILL ARCHITECTS Address- 11%11 S•lv. 6Rh Aum CHECKED: TDL ATTN: ALKESH PATEL ATTN: TIM LEAVITT, P.E. ATTN: LLOYD HILL, AIA By_ n.jz Date: I-4-ao113 1419 W MAIN STREET # 114 314 WEST 15TH STREET 1750 BANKENSHIP ROAD DATE: SEPTEMBER 2017 o BATTLE GROUND, WA 98604 VANCOUVER, WA 98660 WEST LINN, OREGON 97068 DWG NO. SHEET NO. PH: 360.687.8881 PH: 360.567.2119 PH: 503.305.8033 Know what's below. EMAIL: alkesh@trupadi.com EMAIL: tim.leavitt@pbsusa.com EMAIL: lloyd@hillarchitects.com Call before you dig. 1 m C0 .0 OF 0 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 2. NOTIFY TVWD WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO PBS - - - - - - - - - - SAWCUT LINE D/W DRIVEWAY 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATED AND REFERENCED FROM VARIOUS SOURCES, INCLUDING READILY 2. CONSTRUCT RELOCATED 8" DI MAIN IN POLYETHYLENE ENCASEMENT 3000 848 TELEPHONE 503. . . EG EXISTING GRADE AVAILABLE AS-BUILT DOCUMENTATION FROM THE PRESIDING JURISDICTION, FRANCHISE UTILITIES AND THE PROJECT SCHEDULE A PRECONSTRUCTION MEETING. (PER TVWD ADDENDUM 3 AND DETAIL 2). INSTALL 1" COMBINATION AIR Engineering + 5� STORMWATER LINE FG FINISH GRADE TOPOGRAPHIC SURVEY. AND VACUUM VALVES AT ALL INTERMEDIATE HIGH POINTS (PER TVWD FF FINISH FLOOR 3. ALL WORK SHALL BE ARDS. RDANCE 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.nv.c 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 A DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE www.pbsenv.com 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 RW RIGHT OF WAY 4. UPON APPROVAL OF TESTING BY TVWD, COORDINATE WITH TVWD FOR PROFFS 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 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. 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 SSCO SANITARY SEWER CLEANOUT SHALL BE '/:'-O" 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 TO 4-HOUR SHUTDOWN(S), JRE 'ON STCX STORMWATER CROSS VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. TUESDAY THROUGH THURSDAY. Rinee 'R Tim L ASPHALT PAVEMENT 6. THE PROJECT LIMITS AND LIMITS OF CONSTRUCTION ARE DELINEATED IN THESE DOCUMENTS, AND ARE TYPICALLY BOUNDED Y STMIT STORMWATER INFILTRATION TRENCH BY RIGHT-OF-WAY OR PROPERTY LINES. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY CONFLICTS OR A L Irtpp=P6�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 E v'� 1t CONCRETE PAVEMENT STT STORMWATER TRENCH PERCEIVED AMBIGUITY WITH THE DELINEATION OF THE PROJECT AREA. WELL AS SECTION 3.7 OF ANSI/AWWA C600, EXCEPT WHERE OTHERWISE SPECIFIED. EXISTING PIPE AND TRENCH. EFFORTS SHALL BE MADE TO NOT ALLOW o =Civil Engi ` ' ' " ` 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 TC TOP OF CURB OR WITHIN THE PUBLIC RIGHT-OF WAY. 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'SD.Ae: 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 BACKFILL OVEREXCAVATED AREAS WITH CRUSHED ROCK PER TW TOP OF WALL CONTRACTOR IS TO REVIEW LINES OF COMMUNICATION, SCHEDULE OF WORK AND COORDINATION OF NECESSARY BELOW SUB BASE GRADE. ABANDONMENT. COORDINATE INSPECTION WITH TVWD. PIPE ANDD O• STORMWATER MANHOLE TYP TYPICAL INSPECTIONS. THE REQUIREMENTS OF SECTION 2.2.13 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 W/ WITH CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AT LEAST 24 HOURS IN ADVANCE, FOR COMPLETION OF AN AVOID DAMAGE TO THE PIER BLOCK. JOINTING PROCEDURES SHALL CONFORM TO 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 AND TO FLUSH MAIN. TVWD TO TAKE WATER WATER QUALITY SAMPLE. Cn RESTRAINED JOINT FOLLOWER GLANDS PER CHAPTER 3. AFTER HYDRANT IS IN PLACE W DRAINAGE ARROW EXISTING CONDITIONS LEGEND 10. UPON MOBILIZATION ONTO THE PROJECT SITE AND THROUGH TO FINAL CONSTRUCTION ACCEPTANCE FROM THE OWNER, THE AND CONNECTED TO THE PIPELINE, PLACE TEMPORARY BLOCKS TO MAINTAIN THE 9. CONTRACTOR SHALL BE THE SOLELY RESPONSIBLE FOR OBTAINING (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 HYDRANT BOTTOM AFTER HYDRANT HAS BEEN PLACED. THE DRAIN ROCK POCKET BASIS AT TVWD'S DISCRETION. //� W ❑ TREE STUMP SIGNIFICANT STORM EVENT) STORMWATER INFRASTRUCTURE FOR SIGNS OF SEDIMENTATION OR DAMAGE OTHERWISE, AND V/ p SHALL BE NOT LESS THAN FOUR CUBIC FEET, AND THE TOP OF GRAVEL SHALL BE NOT THRUST BLOCK TAKE NECESSARY STEPS TO MAINTAIN THE FUNCTIONING, INTEGRITY AND CLEANLINESS OF STORMWATER STRUCTURES. Z DECIDUOUS TREE 0 LESS THAN SIX INCHES ABOVE THE HYDRANT DRAIN OPENING. ONCE DRAIN ROCK IS IN PLACE BRING REMAINING GEOTEXTILE FABRIC OVER THE TOP OF THE DRAIN ROCK. DO CITY OF TIGARD LU Q ® STRADDLE BLOCK REMOVAL OF STRUCTURES/MATERIAL DISPOSAL/BACKFILLING Z W NOT CONNECT DRAINAGE SYSTEM TO SEWER. SET ALL HYDRANTS PLUMB AND NOZZLES CONIFEROUS TREE � GRADING PLAN PERMIT NOTES Z w ❑ � 04 WATER VALVE 1. IN THE EVENT OF AN INADVERTENT DISCOVERY OF POSSIBLE CULTURAL MATERIALS, INCLUDING HUMAN REMAINS, ALL WORK PARALLEL WITH, OR AT RIGHT ANGLES TO, THE CURB. WHEN PLACED BEHIND THE CURB SET HYDRANT BARREL SO THAT NO PORTION OF THE PUMPER HOSE FIRE HYDRANT �-� WILL STOP IMMEDIATELY IN THE VICINITY OF THE FIND. A 30 METER BUFFER SHOULD BE PLACED AROUND THE DISCOVERY OR SIDEWALK, 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF Z > Z O WATER METER , EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY Q Z WATER METER O 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 GRADINGW Z J ENCOUNTERED, THE AREA WILL BE SECURED AND PROTECTED. OF THE SIDEWALK(IF CURBTIGHT). WITH THE PUMPER NOZZLE FACING THE CURB, SET = '^ PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE V 9 BLOWOFF VALVE HYDRANTS SO THAT THE SAFETY FLANGE IS A MINIMUM OF THREE INCHES ANDA WATER VALVE MAXIMUM OF SIX INCHES ABOVE FINISHED GRADE OR SIDEWALK LEVEL. IMPROPERLY PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT O W THE PROJECT MANAGER/LAND MANAGER WILL BE NOTIFIED. THE PROJECT/LAND MANAGER WILL NOTIFY THE STATE HISTORIC PLAN SET. r 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 JLL TELEPHONE MANHOLE O ON INDIAN SERVICES (CIS), SHPO, AND APPROPRIATE TRIBES WILL ALSO BE NOTIFIED. CONTRACTOR'S EXPENSE. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. 1^"� to n/ W D CHECK VALVE THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE 1.� W TELEPHONE/TELEVISION RISER ® 9. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK Z OREGON STATE POLICE: CHRIS ALLORI 503-731-4717 ACTION, AT ANY TIME. � W o SANITARY SEWER CLEANOUT WITH 1'/z CUBIC YARDS OF CRUSHED 2"-'/<" DRAIN ROCK. TARPAPER WILL BE LAID ON ` GAS METER ® CIS: KAREN QUIGLEY 503- 986-1067 TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. r W 0 SANITARY SEWER MANHOLE GAS VALVE pQ APPROPRIATE TRIBES: AS DESIGNATED BY CIS 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE Q LO /A GUY WIRE ANCHOR 10. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OFA SHPO: DENNIS GRIFFIN 503-986-0674, JOHN POULEY 503-986-0675, OR MATT DIEDERICH 503-986-0577. CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE T V y AT ANY TIME. ti STREET LUMINAIRE NO WORK MAY RESUME UNTIL CONSULTATION WITH THE SHPO HAS OCCURRED AND A PROFESSIONAL ARCHAEOLOGIST IS ABLE WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FORA OF WORK TO EFFECT CORRECTIVE ACTION, Von UTILITY POLE Cob NO OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE C 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 r RETAINING WALL SIGN OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE 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. CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS SIGN FOUND PROPERTY CORNER MONUMENT • SECURE THE LOCATION. DO NOT TAKE PHOTOS. THE LOCATION SHOULD BE SECURED AND WORK WILL NOT RESUME IN THE 11ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED AREA OF DISCOVERY UNTIL ALL PARTIES INVOLVED AGREE UPON A COURSE OF ACTION. . ALL MAINS WITH A STATIC PRESSURE UP TO 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 MAXILOSS 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 ` 000 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 r ® MODIFIED CURB INLET PROPERTY LINE 12. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES ARCHAEOLOGICAL EXCAVATIONS MAY BE REQUIRED. THIS IS HANDLED ON A CASE BY CASE BASIS BY THE PROFESSIONAL EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING FLI TRANSFORMER CENTERLINE DISINFECTION. FLUSHING VELOCITIES SHALL BEAT LEAST 2.5 FEET PER SECOND.ARCHAEOLOGIST AND PROJECT MANAGER, IN CONSULTATION WITH SHPO AND APPROPRIATE TRIBES. BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL 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 B 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 a- s s DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER BENCH, THEN PLACING A SIX INCH LAYER OF 1'/z"-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 - - - -""�- '"' FRESH (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE FILL BETWEEN TWO A FIVE FEET AND BE COMPACTED A LAYERS NOT TO -�,w- 4. ALL DISPOSAL MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AT THE PLACE OF ORIGIN, UNLESS OTHERWISE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TOA U OVERHEAD WIRE - - - -ww-. DIRECTED BY THE OWNER IN WRITING TO THE CONTRACTOR. DISPOSE OF MATERIAL AT OWN EXPENSE. WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL J TELEPHONE LINE - - -R- - - -�- NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END NOT EXCEED 2:1 IN FINISH GRADE. NO ROCK LL SIMILAR MATERIAL J 5. PROMPTLY AND CORRECTLY REPAIR ANY BREAKAGE OR DAMAGE TO MATERIALS OR ITEMS NOT INTENDED TO BE REMOVED. EXCEEDING A 12- INCH DIAMETER SHALL BE ALLOWED IN THE N GAS LINE cas- cas- 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.. CI - - - - 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 V STORM SEWER LINE - - -m- - - -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 - - -""*- - - -•"'-- 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 14ALL NEW DI PIPE SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PER TVWD IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE 0 . STUMPS; ROOTS AND OTHER VEGETATION FOUND BELOW THE GROUND SURFACE; PARTIALLY BURIED NATURAL OBJECTS. DETAIL 2 AND ADDENDUM #3 (EFFECTIVE DATE 10/1/2015). SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER F ENCOUNTERED, 3. REMOVE ALL EVIDENCE OF CLEARING MATTER AND DEBRIS. ALL MATTER AND DEBRIS ACCUMULATED FROM CLEARING AND 15. 12" AND LARGER MAINS SHALL BE TR FLEX® OR APPROVED EQUAL PER TVWD GRUBBING OPERATIONS BECOME THE CONTRACTOR'S PROPERTY. ADDENDUM 3 (EFFECTIVE DATE 10/1/2015). 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION m TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET 4. WITHIN EXCAVATION LIMITS, REMOVE TREE STUMPS, ROOTS, AND OTHER VEGETATION TO A DEPTH OF AT LEAST 0.5 FT BELOW OF FILL. a 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. 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 z PROJECT CLOSEOUT Z 0 m 1. THE CONTRACTOR'S SURVEYOR IS RESPONSIBLE FOR OBTAINING ACCURATE AS-BUILT CONDITIONS AS REQUIRED FOR r Ul APPROVAL BY PRESIDING JURISDICTION(S). SURVEYED INFORMATION SHALL INCLUDE ALL WATER, SANITARY SEWER AND 0 STORMWATER INFRASTRUCTURE (E.G., MANHOLES, CATCHBASINS, VALVES, METERS, RIMS, INVERT ELEVATIONS, PIPE SIZES, 0 ETC.). 0 m 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF CONSTRUCTION THAT IS NOT IN GENERAL PROJECT: 70976.002 0 3 CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. DRAWN: PVR 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. o DATE: SEPTEMBER 2017 4. AT SOLE EXPENSE TO THE CONTRACTOR, THE ENGINEER OF RECORD MAY REQUEST ADDITIONAL AS-BUILT SURVEY DOCUMENTATION, IF IT IS DEEMED THE INITIAL SURVEY IS INADEQUATE. DWG No. SHEET No. 2 C0 . 1 OF a rr a 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 ANYTHE 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 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 3w.pbs nv.0 NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICTS WITH NEW CONSTRUCTION. W W W•pbsenv•com 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 PROF 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 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 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 ney�Ttm�e�b' t SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY4. CONFIRM ALL CONCRETE SCORING PATTERNS WITH ARCHITECT. INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND CONSTRUCTION. DN. n- L�avjtt o- rA AASTHO T-180 COMPACTION TEST. ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY ou91civi i 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 PKARIES9.04 1510jj/-j00' 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 PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY DOCUMENTS FOR CONFLICTS WITH EXISTING AND PROPOSED NEW UTILITIES. WATER NOTES 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 11/2"-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. DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING UTILITIES. 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, Q 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. O CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL DESIGN/CONSTRUCTION IMPLEMENTATION METHODS. GEOTECH OF RECORD O ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN SHALL APPROVE FINAL GRADE AND PROVIDE A LETTER OF ACCEPTANCE. (� Z TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 7. SEE PLAN FOR THE PIPE TYPE, SIZES, AND LENGTH. 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, Ln 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. r. 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 3. REFER TO PROJECT GEOTECHNICAL INVESTIGATION REPORT PREPARED BY PBS SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. ENGINEERING PROJECT NUMBER 70976.000 DATED FEBRUARY 4, 2016 FOR RECOMMENDATIONS AND DETAILED EARTHWORK INFORMATION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE 4. CONTRACTOR TO COORDINATE WITH OWNER FOR GEOTECH MONITORING AND PROJECT. A WHEEL WASH MAY BE REQUIRED IF THE STABILIZED CONSTRUCTION V APPROVAL OF ALL EARTHWORK ACTIVITY. SOME OVER EXCAVATION OF POOR ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO THE J SOILS MAY BE NECESSARY. SURROUNDING PAVEMENT, INSTALL IF NECESSARY OR REQUIRED BY AGENCY. 4. CONSTRUCT SEDIMENT FENCE 6 FT. AT THE TOE OF FILL SLOPES IN AREAS wj WHERE SEDIMENT-LADEN WATER HAS A POTENTIAL OF ENTERING WATERWAYS li OR LEAVING THE RIGHT-OF-WAY. U O 5. ADJUST SILT FENCE AS NECESSARY FOR CONSTRUCTION ACCESS. Y Y S U W H Q Y t M a m n E 0 0 0 N M m Q h Z U O Z N w 4 W 0 U �I r m o O N Z O O m PROJECT: 70976.002 0 3 DRAWN: PVR 0 U CHECKED: TDL n o DATE: SEPTEMBER 2017 J E 8 DWG NO. SHEET NO. 3 C t CO .2 OF �:6 34 �1�Li�L:�L11L�7 II I 1 1 1 1 t 1 I I III HOUSE ; I AI 1 1 1 1 2113 2159 ,2144 \ `� I I Ij\ 2123 2117 ' I I II � '" \ 1 4' HIGH WOOD FENCE 2115 I Lm� o 010 E 2143 '` j I N89'59 5$'E 23 .25 ^ 2116 .1 T I _ \ I W cp 00 u 1 21141 T Fo , >;, U 6 \ 10" CAST IRON STORM CULVERT li 10v V ��v i � � 38 1 1 1 I I LEGEND '- o u Z it I `' \ ro �8S of I w N \ � 21121' I I I I.E. IN (N) = 294.4' -) 3 i II I i 0 `= ' \?8R J l f1 �_ ` r i I I I I.E. OUT (S) = 293.9' TREE STUMP Pl TELEPHONE MANHOLE OT v x X AVEL I DECIDUOUS TREE TELEPHONE/TELEVISION RISER IF � nj wo Z \- - - - - - - 1 (- \ 3 I ( \2108 \ i \ 1 I GAS METER ® 0 Z CONIFEROUS TREE rn N N \ \ ' 21 1 I 1 GAS VALVE D4 � 1GRAVEL I 1 I ' ' t 1\ \ \ 1 ' ; \ \ \ \ I �DJ l FIRE HYDRANT A GUY WIRE ANCHOR � = Z m °� W = 127�� \ ' \ \ \ \ \ \ ' \ ` \ \ \ i I I \I� lI WATER METER U11UTY POLE H o I I WAT I� W 1 I 1 I I \ \ \ �I \ I I 1 I WATER VALVE �4 SIGN m ,n MAILBOX ® FOUND PROPERTY CORNER MONUMENT • 0 In 12 \ \� \ i 36 \ i i I II I I RIGHT-OF-WAY UNE - - - - O d \ \ \ SHED IIIA 1 ( \ I \ I I I I I r BOUNDARY UNE \ I PROPERTY LINEcf) - - - \ Ilo I i / W \ FIi t \ - - - - - - -�- - � Pt ��- - - - - - - - - - \- 1 - - - , - - - - - - -;- - - -I- - - � - 351! Til I CENTERLINE - - - - - I \ �l Pl I j�AX\�O\'T" 16 �'WWWP RTL I ND HE GH S" ' \ s I I I ; i � FENCE UNE EDGE OF vEMENTQ I� iNI ?�,� 11S _36'�QDQ , \ 1 \ \ N I ' ; ; _ } i \ I I ll � I 1 GRAVEL EDGE - - - - - - - - - - - - - - - - O \ \ \ \_ I ' POWER LINE _ 4 ' � � bLOCK 1 o TAX OT 2500 34 �, \ ; ( 1 I I OVERHEAD WIRE - - - -a w- - - -mow- _ I Pl ( N° I I Y TELEPHONE LINE - - - -TEL- - - - TEL- w MAS 151 -3600 I ; I i t I� i U I LINE - - - _Gm- - - -"S- GAS\ I I i I ( / / STORM SEWER LINE - - - -STM- - - -STM- �3 F 12" CONCRETE STORM CULVERT 1 I �_ � - \ t- _� - - - - - - -I- - - - - - \+% - - - - - - - - - - \ - - - - - - - - - \ I.E. IN (E) = 267.78' - f - - - - - - - - - 1 l 2 0)I 2 8 m WATER UNE - - - - WAT- - - -wAT- N �5 12" PVC STORM CULVERT i I i I \ \ (/ ( 15 ' ` \ \ - - \ \ \ 3 � r�089 `\ 8 , 11 1 I 1Lu I.E. OUT (W) = 266.84' J 1 I \ \ ( I Z 6" WOOD !_ / `. ?63� \ \2046 �` \, \ li � tib ��J 0821 �I I '/I ; 8" CONCRETE STORM CULVERT 3 RETAINING ��✓ I I L 8 / 2 2081 I I Q WALL j\ / - _ 9'26"W 00.00' / ( t} I I I.E..O (N) ) 29 91. I \\ _ \_ /� _ m � _ / /" � �'`' 2 o I LE. our (s) = zsis' TREE NOTES � / / J LAUREL BUJSHES ( - - S� o 2044 >6 \ / �` /, i ' I I '1 (� I ' 1 2019 36" FIR 2115 18" FIR \ } / o Npt N / / i pO ti' ` �• II I I ��ti /J l f /' + I ( I 1 12" CO CULVERT 2029 6" & 6" WILLOW 2116 12" OAK i _ / f - _ _ _ /_ _ _ / _ 32_ - - - - _ 12A67 2166 CONCRETE STORM 2030 5" WILLOW L 2117 10" OAK Ln 1 - - - - - - � - - - - - - - - -/- - - - - - - - - - - - - - ' I J I.E. IN (E) 290.52' 3 - - oo I I 1 2031 5" WILLOW 2119 10" OAK a 1 I FIR I \ \ - - - - - - - - - - - - - 213 14 1 I I I.E. OUT (W) = 287.70' 2035 ALDER 2123 a 1 ' , TAX LOT '2200 3 I / 2 I I 1 2036 6" CHERRY 2143 26" OAK HOUSE / II w \ \ - TAX LOT/2400 X31 2n2i 21s5 11 1 I �J IAP �S 1; 3600 MAP 1 S�1 -3600 / / 2,71 I I 12" CONCRETE STORM CULVERT 2044 6" WILLOW 2144 24" FIR f \ A 0 12164 ; I.E.I E IN (S) 292 3' 2046 6" WILLOW 2159 30' FIR _ 2035 203 \ I N ( 2163 2162 ' I� LE OUT (N) = 291.3' 2080 12" & 12" CHERRY 2162 7" CHERRY CONCRETE . _ - - - - - - - - - - -/ /��- - -)- - - -L - - - - - - - -�- - I I WALK / / - - t - - - - - - I I 2081 8" CHERRY 2163 5" CHERRY '1 4 �� / % 2170 �� - I - IGRAVEL 2082 8" CHERRY 2164 5" & 7" CHERRYco p° I O / / / ' I 1 - - 2086 8 CHERRY 2165 6 CHERRY % I I 2088 8" CHERRY 2166 5 CHERRY r ' i II -` �/ / / > ( / / ' 1 I I l 2089 18" MAPLE 2167 8" CHERRY V \�� I 2090 6" CHERRY 2168 6" CHERRY T / I I LL.I /I - - -1- - � - - - - - - -1- - - } - - - - - - - } - - - - - - - - / - - - - - - - - - - - - - * - - - 7�- - - -/ I 1 II�1 I 2091 10" CHERRY 2169 6" CHERRY CONCRETE SLAB I ( �/ ) 1 n / O ^� I ' I n / 2019, / I I1 2093 44" FIR 2170 5" & 8" CHERRY O 2029 i 7 / ti / /1 r I W I ry Lill 2108 7" CHERRY 2171 6" CHERRY Q a rn N o 4 w Fl It 2111 8" CHERRY 2172 6" CHERRY II �/ 203 2030 / \ i \ 282 ti<pO ! 129 J z 2112 8" CHERRY 2173 6" CHERRY N I W 1 11� l I 2113 18" FIR 2174 6" CHERRY I E / 2114 31" FIR g 1 sss'1Do 100.00' t I / f� I ; i , i ( Q , �pI i I l I I N / 30 1 3 I1 ' I I U � o / 1 r �' TA'X SLOT2300 I I I I I I,, ' w x I I M�P S-1 * 36Dd I , ' III i I NOTES I I r (10 s\ SII I II 1 THE FIELD SURVEY FOR THIS MAP WAS COMPLETED ON NOVEMBER 5 2015. DRAVANG NO.: UPS TOPO � _ _ ) SCALE: AS NOTED r 1j III HE i i I II ( i 2) ELEVATIONS AND CONTOURS ARE BASED ON A CITY OF TIGARD BENCHMARK NUMBER 224. THE BENCHMARK IS A BRASS DISK DRANING GENERATED BY LD2004 274 I \ I I I / /I 1 I I I I I I �1 I�, ! ( �' 11 I LOCATED IN THE CURB AT THE NORTHWEST CURB RETURN AT THE INTERSECTION of SW DARTMOUTH AND SW 69TH AVENUE. IT / / /C Il, HAS AN ELEVATION OF 273.51 FEET ON THE NGVD 1929 DATUM. DRAW BY: TWIN T I CHECKED BY: CHS I' I 3) THE BASIS OF BEARINGS FOR THIS SURVEY IS SURVEY NUMBER 30,651, WASHINGTON COUNTY SURVEY RECORDS. / I I PREPARED FOR: i20 \ 11 22 23 I24'� ; 2 26 �; 2� Pt 2$_J I a 4) THE RIGHT-OF-WAY WIDTHS WERE ESTABLISH USING INFORMATION FROM RECORD SURVEYS AND THE TAX ASSESSOR'S MAP. DVCKOR, LLC / l 1 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 ;I i t ti I �� I I ; 1 I I I 1 I I J I; I N II I I' ENCUMBER OR BENEFIT THE PROPERTY. 6) THE UNDERGROUND U11LI11ES ARE BASED ON THE MARKINGS PER LOCALE TICKET NUMBERS 15252964 AND 15261644, AND A PRIVATE UTILITY LOCATING COMPANY. REVISIONS: 4" WATER LINE 7) THERE MAY BE ADDITIONAL STUMPS ON THE SITE THAT ARE HIDDEN BY BRUSH. INITIAL RELEASE NOV. 10, 2015 �L — ��r sas�'06?W 122 — —) j — ��— — — I , , 4 UTILITY STATEMENT \ 1 I I N N N ti N 6� THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE f I h �� ryw N , I \ I '��-- \ 1 \ I / / - T ----� (/ ; N N / , V I I �� SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER REGISTERED / iji8� I J / / / / - - _ _ - ' i I I I —, --__ IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN PROFESSIONAL o / / L _ �_ _ _ - - I i �� = THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM LAND SURVEYOR I tig° INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 12" WATER,LINE l - -wAT�--� - W T - ( -_ WAT --- �WAT OREGON lO \ �' =/- _ ' - / GRAVEL It j N I ; 9s ASPHALT CLINTONH QST BU BS JR. _ I 1 W �CLi�IT STj-REE ( - _ I ; i I \ 55469LS _ _ _ - ' 11 1� °m \ — r —/�—.oAs= — —cwt — I am RENEWAL RENEWAL DATE: 06/30/16 SPHALT I t 7� -\- T- '- I / I C � / � � l -1l �- -� SCALE 1" = 20 FEET _ S"' / -� r �� POLE WITH 4' HIGH "GOD FENCE I - - �� _ m- I- I l -""'- , �'° m JOB NUMBER POLE WITH DROP ' II VAT - - I - / / I \ -�� I ( 1 DROP `'./ ( , \ o m m 1 406 — - - a,w —OHW �- - - w - - / POLE WITH DROP & 4' HIGH CYCLONE FENCE I I STREET LIGHT 1�" SRUCE \ i I SHEET i I l I 12" CONCRETE STORM CULVERT I BW cl I.E. IN (E) = 270.23' GRAVEL`t I I I `, 1 ( I w O �, , I - \-/�= MATCH EX MATCH I MATCH EX MATCH EX MP 7293.86 MATCH EX STORMWATER DITCH HEX w. - TP 293.60 _ NO-WORK ZONE TP 295.71 TP 295.27 - - - - - - TP 293.92 "" - j TP 295.97 TP 293.61 e .. _ . . Q TP 293.55 TP 293.64 `" I TP 295.63 TC 295.73 'ATP 295.03 29 TP 293.84-/ 1+ao� __�zs7 MATCH EX TC 1294.50 / /: g 8 \ 8 TP 293.22 F TC 295.69 �+ / - - - j�� - - - -� I - - _ MATCH EX / TP 295.51 TC 295.54 TP 294.44 / I ® 93 TC 295.01 / � HA ` \ -- 697 VENUEPBS 296�-- TP 294.95 TC 294.88 TC 293.70 - TC 293.56 I U) I . .. . , ��_ ?�-�93 I- Engineering + \ TC 293.63 - zs5 TP 295.03 TW 295.54 Environmental O I TP 295.04 TW 294.39 �� ` J I TP 295.71, TP 295.54 TP 293.89 TP 293.42 I - - - - TP 292.43 314 W 15th Street } I 2g4 T295.74 1 , ,TP 295.13., 2g Vancouver, WA 98660 360.690.3488 Q I TW 295.74 uu1j \may `U TC 293.97 - i � a 292/ www pb onv.om m z93�BW 293.24 TP 292.56 tl TW 295.28. \\\\\\\\ I J?ROF I295.65 U TP 294.79 BTW 295.65 tl TP 292.59 I �� ; N F FSS TC 293.99 z I 281 5 i (n I 282 BW 293.15 I \STP 290 90 � x Z �j 11 FF = 289.9 HAMPTON INN & SUITES 0 290_ -)RE, ON I� AA3 y� iginI 04 by Tim Le 7 in m=�5 BTU u=Civil En J+ \\ ;ii r TP 289.67 TW 291.50 SEE ENLARGEMENT 'S \ las- r II r TW 292.20 TP 291.00 ON THIS SHEET TC 289.69TC 289.60 o r 1��4 II TP 288.56 1 SW 69TH AVENUE \\� �; \\T7Pw 2 2.20 TP 290.0 Tw 2so.so TP 288\ TP 2,9\1 \5�t r TTw 290 99 TW 290.43 TW 290.27 TW 289.88 \ ' ii ' TP 293.12 1 TP .91.66\1 \ TP 289.96 ` TW 293.72 19 TP 291.77 TP 290.30 TP 290.49 TP 289.93 TP 289.77 TP 289.38 TC 290.31 d ' I TP 293.22 TP 293.19 , �� j- P 291.08 Ciel TC 2 .40 TP 290.44 I TC 290.35 °TC 289.81 TC 289.65 TC 289.8 ' TC 293.73 ° I ' ,a ago \C 290.70 �� TC 290.94 / 0- e LU rw TC 290.10 TC 290.07 TC 289.52 TC 289.36 las TC 290.44 288 I W -2°3- - O \\X�\\ \\;� TP 290.441 t \\. . \ \� TC 289.81 ��ew�. TW 294.04 v w � _ TC 290.87 \\\\ �\ ��.�� I r / 41 \ �TC 29 J -288 ✓ 287 ° TP 293.54 , � � 26g '- TC 290.04 TC 290.01 2g9 � TC 289.29 �C 289.56\ TC 290.35 TC 290.94 TW 293.04 �� \ TC 289.97 TP 292.54 ° TP 292.63 TP 292.33 g7 N \TC 290.76 ., TC 289.94 TC 290.50 U 3 r o 2Bs LU = W I ' \ 7�\290 3 ° >� 2sa- 2a5- - ° 56 ba \ - \TC 289.06 TW 289.14 TW 288.04 TW 288.87 \\\\ > 1 ; 2a4 ca Z ' c ° ° a h ' 2 TC 287.77 TP 288.64 TP 288.04 TP 288.37 \\� TC 290.52 2a3 I Z W /n ° TW 293.15 ?.t"O7 a' � TP 292.12 � � ' V a TP 292.65 n \�\\ d d ° v TC 289.61 1 2 Z Q Z \\\\\\1 1 a ° TP 292.65 , r ITE ELEVATIOO -282 g3VIIIIIIIIIIIII J TP 292.68 ° W W,✓L -29 f- TW 288.27 2� 85 . 6� h TW 4 TW 288.58 TW 28559 \_ 288.57 TP 288.27 DATUM Z 286 9 e W ✓ W �\ N TC\287 00 TP 288.01 '1 \ 288.07 ° TP 281.50 Z = \ / TIP 286.94 TP 288.08 m \\t\\\ Q TC 291.96 TC 288.35 TW 287.68 TW 287.37 \\C 290.06 1 Z ' W W t TC 287.06 �\��\`�� Tp 287.18 \ \\ \\\\\ \� 287.37 TP 287 98 z8 _ TR 286.40 II O � N� ° ° J O w 6 TC 288.11 \\\\ \ T1Y 288.83 TW 288.7\\\ TW 288.79- TC 289.68 ' I- w a a ° " 26 TW 287.82 TP 288.33 TP 288.24 2a8 TP 288.29 TR 286.40 280 I I _ a ° Z , --284 n TC 286.32 \g \\�.... ... TC 289.31 X Nm a [1� J o W W N ti� TW 268.86 TW 266.67 \\\ \ TP 277.57 Val v TP 287.32 TP 291.49 _ o TC 286 15�� \\\\\\\\\ TC 289.74 2 9- CC W J ' o \TC 287.90 TP 287.71 (DECK) TP 288.36 TP 288.37 - TC 290.15 1j TP 277.41 FF - 277.0 ' G d" w 29� U 283 \ TC 285.01 \ 287.90 \P 2\8.\0 \BELOW) TP 285.77 (DECK) TP 285.23 (DECK) \ 1 - TP 277.53 TC 277.67 : z�8 TC 291.40 > ' N \C 284.11 TP 290.06 (DECK) TW 278.87 ' TC 285.19 TP 287.79 (DECK) ti y. TP 277.77 (BELOW) � TP 277.37 TP 276.64 TC 277.67 � ,°,�I � IW t 1\ I 'TC 283.64 Y TC 277.76 TR 284.90 I TP 2 55 0� Q TP 291.34 ' q -27 x N \ U O I LL TP 290.59cc) itrZba �'m TR 284.90 TC 277.01 TC 290.48 I 1 -- N'it \ \ 285.49\ TC 277.38 1 TP 275.76 ° TP 286.94 TC 275.16 s ' ' N TC 281.45 TP 289.13 (DECK) TP 289.16 (DECK) STC 276.48 c 1 U 275.1626 1 0' 5' 10' 20' m �?C\\\\ ° ° i2a0 .263 TW 289.79 \TW 291.79 TP 288.15 (DECK)--- '278 --- TP 290.44 (DECK) Y-- TC 277.23 277 SCALE: 1" - 10' BW 280.92 BW 278.31 TW 291.74 \TW 296.43 TC 277.15 TC 276.22 TC 280.62 BW 278.28 4 (♦ mmi♦ � � N � ti \ �\ \\\\\\\ BW 277.34 \ / _ 127th ' 0.0'>dRANSITIO s TC 280 89 \ o TC 278.49 TC 278.41 \\\\ TP 273.96 I i ROW TO SHEC 27 ^NN �l 280.79 \ �� \ \TC 276.99 TC 276.83 z+oo I Z \ .. . . TC 274.46 �xX ti �TC, 278.54 TC 278.29 TC 276.87 TC 276.74�TC 274.36 ?74- 27y1 I o TC 281.99 ` . \TC 278.59 \TC 278.07 \\\\\\ TW 276 2`'�C TP 280.798 TC 278.55 \\\\\\ 277 TIC 278 33 TW 274.21 TC 273.35 1 k I= TW 281.29 TP 279.96 TW,276,50 TC 276.35 I TC 277,49 TW 275.36 TP 275.75\ , 1 7 BW 280.91 TW 280.46 TC 279.91 \TP 273.71 . TP 273.35 3 2 6.. BW 280.46 -TW 276.50 R TAINING 217 _ TC 273.34TW 2? MATCH EX WALL MATCH EX 27 \279_278--76 F r :1yy 274.80 L� TP 271.80 TW 274.85 I - - V *66 FG IOF BIO 272.91 TP 278.56 - TP 275.41 .= - 277,2 27 z74 ^y BW 275.45- TC 270.34 : TC 270.98 2 TP 273.09 5 MATCH EX J -TP 276.15 ti ^ ,TC 270.94 o 2 271.62 TC 276.45 TP 2172.110 / -- ^ �� o \ TW 274.85 2 �� TP 276.45 U / _- --- -_-- -- - - -- __ TP 272.65 "\ \ TC 272.09 - - - \ _ 8 - - ti x MATCH EX �` TC 277.58 TP 275.12: 8 -- -TC�270.91 --- -- --- r - t+ - - TP 270.64 \ L TC 272.03 _ - x, = --_-- a " -_ -u. --- ---- TC 270.87 t MATCH EX = � TC 274.66 -.; _ ,_ . .. . _ . �..�. .Y" a_ _�.. f ------ ...... ��\�� t -�rP 276.87 --" 70TH AVENUE _�___� - -_ -_ 11 ; _WT 7 _ INK - 11 rer - - STORMWATER 4DITCH - - - -�,- -20 -�_ r- _._ X - (NO-WORK ZONE) I • z' z" SD--------------- .z" so 2" s RMWATER DITC - �_ SW 69TH AVENUE _ R., w _ _ - N= -meg- - - R.. - -----s _ ---a.. , - -- - e.. w _ ig i - -I �$ S (NO-WORK ZONE)- PBS -. a„ s, $ 11 I I 7+ooJ - -- a" ss _ _ __ ___ ------- a" ss - -- -_ s.. ss ---- a„ ss ._i �., s� ---- - _ I 11 29 Engineering + 26 26 26 26 v 26 - 4 1 18 4 F •v �- 2t + 5 + 2, + 27 + 3 + 5 2, Environmental I � 6 • ° . � p' � 314 W 15th Street a'.w ivw _�� a.. - -- _ _w-� - _ _ ,25.0 o ti v12.0 , • V.° 360,690,3488 i (TYP•),�- r',w r. w :5.0'° o ,rte A w,o www,pbsenv.com 6. 5.0 .. . .• ..yA �':v °. 4+00 8.1' • -- - 30 ----- - - - - yamK 9 (START) I 3 27 I I I 16 21 w y d�Eihm ®% i all e m ♦ , - + .. X O N: = e►viN op=PBS -i I 3 FF = 289.9 HAMPTON INN & SUITES , , .a 4 3 ngine ' u=Civil Ee IV °S.o' FF = 290.9 a r i I ,2.0' wa 5 T 13 27 4 29 25 . W 3 • . -`-r-r-r-a z_o__a-r_� _r_z,_z__r_a__r_r` z- ...>-- -r3 •.. 24 i 5.0' N _ ///�� 5.5' all,a'.• 7.0' • a 7 d 9.1' Z 5.0 d° d ;a W I 8.6' 22.0' 12.9' 27.0' 18.0' 54.0' 7' tL 5,17.0' 27 Z 9 (END) C1 ca t� C� * HOUSE / +- T W 42.0' 25 I • e„ s 17 • 17 17 22 19 2 3 06 D Z i'•' 2s , Z L U 24.0' 21 LU ice4° Z 10 . 7 Z a U3 3 �, O 8.6' J I' . i = � Z 6" w . . �8' _a- -.. .. -.- „ - . . . -W-a:-- r-�-�-W -. Z Q d° Cal . . 5' 2 10 240. GARAGE ° 23 Z a 27 < Q x Q� L� Lno m 29 8 17 3 17 24.0' 59.5' 13 FF = 277.0 • 15 _ . 3 2 5.0' 5 I LL 23 y �' m I x I 29 II 14 a' - 4' ss -4" ss - 4' ss 14 25 V ss-- 6' s 1 I 6" SS---j I I cw I HOUSE 22.0``[ a.. so -- -- �-ro" so • o" so - o" so 20.0' -/ --io sr - I_ • 2 (END) I w I( I \ 24.0' i 12 I 29 37.5 1 2 z+oo I I z o I I 5.0' V 10 I 3 27 30 10 I I 1 X 23 ,. . 8.0' a s . . . . . . . . . . _ _ _ _ 26 J 26 82 A - . ' .8.3'. . . . 26 - W� _ z . ` . ` 4 . Y 5 I X li - - - - . . • � ; '° W ` a: C ° , 5.0a 21 ° ,' 12.0' - - • I v a I •. a. _ X _ 7TH U - ) - -- gsD 3 (END) - - - _ - - - c Y �„ I •. .: 5.0' s < . Y a ° ra _ - 8- - _ SW 0 AVENUE - - - - "\ I 4g 5 - - - 5 - ti - - -- ��-_ „s-- _ - _mss - - _ 3 (END) - - - v 3 (START) 12.0'- + -- - - -�- - - -=u- -w°- X X X X X-' X /r X r a _ _ - - - - - - - -_ X X X - ;tea 5 - - 2 (END) 4' HIGH CYCLONE FENCE II ` 2 (START) 7 GRAVEL DRIVEWAY I - o I CONCRETE CONCRETE SLAB _ WALK 6" WOOD o RETAINING \ 1 WALL 27 m HOUSE HOUSE HOUSE 11 N GENERAL NOTES CONSTRUCT PRIVATE ASPHALT PAVEMENT PER DETAIL STREET LUMINARY PER ELECTRICAL PLANS. SEE PLAN AND MATCH LINE 1 " 1- SEE SHEET C0.1 AND C0.2 FOR GENERAL NOTES AND OS 7/C8.o. 21 PROFILE SHEETS C6.0 THROUGH C6.3 FOR ROAD - rX 7 \ \ 5 1 STATIONING AND OFFSET. t N LEGEND. O CONSTRUCT ROLLED CURB PER ODOT DETAIL RD700/C8.1. 7 27 3 \ _ 2, SEE SHEET C7.0 FOR PAVEMENT MARKING AND SIGNAGE 22 LIGHT FOR FLAG PER ELECTRICAL PLANS. DETAILS. C8.0 1 �c a SITE NOTES 10 CONSTRUCT 2' WIDE CURB CUT. 23 STAIRS PER STRUCTURAL PLANS. LANDSCAPING 5 - CONNECTION TO EXISTING AC/CONCRETE. SAND AND SEAL I N Z O CONSTRUCT COMMERCIAL DRIVEWAY PER COT DETAIL 11 O I 3 JOINT. 24 BENCH PER DETAIL ON SHEET C9.3. _ _ o+oo _ I - a 143/C8.1. CONSTRUCT DUMPSTER ENCLOSURE PER ARCHITECTURAL - g 12 CONC WALL BENCH PER STRUCTURAL PLANS. 0' 10' 20' 40' v O PLANS. 25 / �i CONSTRUCT STANDARD CURB PER COT DETAIL 125/C8.1. O 3 (START) I 11 3 START) I w O SEE PLAN AND PROFILE SHEETS C6.0 THROUGH C6.3 FOR 13 CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS. O 5'X5' TREE WELL PER LANDSCAPING PLANS. SEE PLAN AND I I 5 I SCALE: 1" = 20' ROAD STATIONING AND OFFSET. 26 PROFILE SHEETS C6.0 THROUGH C6.3 FOR ROAD X CONSTRUCT CURB AND GUTTER PER COT DETAIL 126/C8.1. 14 CONSTRUCT PARKING DECK PER STRUCTURAL PLANS. STATIONING AND OFFSET. I I o g O SEE PLAN AND PROFILE SHEETS C6.0 THROUGH C6.3 FOR 27 BIORETENT10N FACILITY PER C4.0. I I I Z ROAD STATIONING AND OFFSET. 15 INSTALL ROOF PLANTER PER ARCHITECTURAL PLANS. O I X PROJECT: 70976.002 CONSTRUCT CONCRETE SIDEWALK, PER COT DETAIL O 28 BICYCLE PARKING INSIDE OF GARAGE PER ARCHITECTS 20 Iso 3 O4 120/C8.1. 16 INSTALL BIKE RACK PER ARCHITECTURAL PLANS. PLANS. DRAWN: PVR g 17 INSTALL LANDSCAPING PER LANDSCAPING PLAN. 29 ADVANCED WARNING STRIP (TRUNCATED DOMES) I CHECKED: TDL g CONSTRUCT CURB INLET PER CWS DETAIL 403/C8.6. SEE O 7 O 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 1 g 1 g 30 VISION CLEARANCE TRIANGLES. No Utility Infrastructure is Designed to be Within 1 Ft. 11 I I DATE: SEPTEMBER 2017 STATIONING AND OFFSET. O PLANS. of a Survey Monument Location Shown on a E CONSTRUCT BARRICADE, SEE WASHINGTON COUNTY DETAIL MATCH LINE DWG NO. SHEET NO. 8 O 19 INSTALL 30 FLAG POLE PER DETAIL ON SHEET C9.3. ATTENTION Subdivision or Partition Plat. No Design Mod cation 6020/C8.8. Oregon Law Requires You To Follow Rules Nor Final Field Location Change Shall be Permitted 6 O CONSTRUCT PUBLIC ASPHALT PAVEMENT PER DETAIL 20 T-CUT ASPHALT CONCRETE PER CWS DETAIL 600/C8.1. Adopted By The Oregon Utility Notification Center. If It Would Cause Any Utility Infrastructure To A, 6 C8.0. Those Rules Are Set Forth in OAR 952-001-0010 Through C3 .0 OF / OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. Be Placed Within the Prohibited Area." 34 T (S) = 293.9' I.E. OUT (S) = 291.6' ST I LE OUT (N) = 291.3' (NO-WORK R DITCH 1 STORMWATER KEY NOTES ST INSTALL: - - 18 - - - - - - - _(NO-WORK ZONE) - 1 1 - STORMWATER DITCH 24 8 X 12" TEE I NO-WORK ZONE� - -( ) 1, SEE SHEET C0.1 AND C0.2 FOR GENERAL IE = 269.99 -UT _ NOTES AND LEGEND. INSTALL: V INSTALL 19 21 � 38 22 ST : 25 INFILTRATION PLANTER PER DETAIL 2/C8.3 -MEM FT- IYa _: e FLOW THROUGH PLANTER PER DETAIL 1/C8.2 AREA = 640 SF MIN. a 711 EX. 12" PVC - �- - "�° - - AREA = 630 SF MIN. IE OUT W = 266.58 - - - - - - - - - - - - - - - - - L=11.4' - - - -- - - _�- - --� - - - - - -as- - - -_�- - - _ 38 IE OUT (N) = 291.44 N I SL-2.7% • 12" So 12" So -1z So 12" SD • I STALL INSTALL: PBS SW 69TH AVENUE_ - I w �. $_ _ - - - -- S - � a�• w 8= R� ;� -- - - 8 i FLAT TOP MANHOLE PER CWS DETAIL w- -�8 A � - ST - - -�N - - - -� - - � I - I - - - 2 STANDARD MANHOLE PER CWS DETAIL 26 a" ss e" ss s" ss - 38 - - -- a" ss e" ss g" PVC - 8 ss $ I 010/C8.5 050/C8.6 Engineering + 20 1 RIM = 295.10 SEE SHEET C6.3 FOR PLAN AND PROFILE + + + + + f L=27.4' Environmental tibL SL-2.2% -� _ _"g- __ IE IN S = 9.15 ST INSTALL: 314 W 15th Street = ) IE OUT (W) 28288.95 27 STANDARD MANHOLE PER CWS DETAIL a° "' 010NC8 5 Vancouver, WA 98660 ° a a °�; 9 • - ° . ° . W . 360.690.3488 �T w ° ., a �- �� `. ° d E--- ------- ----------------- ------------ ----------------- - a ST INSTALL: SEE SHEET C6.1 FOR PLAN AND PROFILE www.pbsenv.com �1 u ° . • ° _` - Q � . 1 w ° ° a 1;,•w, "w a a . -- 4".. 4+00 - TER PER DETAIL / 8.2 T INSTALL: , ' - -- _ 3 FLOW THROUGH PLAN 2 C • ° ° ° ° ° ° ° ° ° • . ° . . . . IE OUT - 286 87 ARE DRAIN TYPE II PER CWS DETAIL ed by AREA 812 SF MIN S T W = 28 A IN - • - -- a1• b" ------------ ( ) 380/C8.5 i T. ° •� N RIM = 263.89 INSTALL: <v 1t • ° 9,5 p• a wfi ST IE OUT (S) = 260.56 Cr a tto ° I INFILTRATION PLANTER P L NTER ER DETAIL 3 C8.2 z 4 En ineerin / 9 I AREA = 1,351 SF MIN. Environ me wl IE OUT (E) = 283.95 ST INSTALL: �ORetuaN�il "► I °• <I 29 OUTFALL Engineer g, / • Z INSTALL: IE = 259.68 �Y u a" 5ealliltt@ w x o 5 STANDARD MANHOLE PER CWS DETAIL CLASS 50 RIPRAP "4 ,C=us 0 e � - 7.09.04 a 0.5'D X 3'W X 4'L FF - 289.9 HAMPTON INN & SUITES , . . ;' I z o oto/c8.5 ( ) � WI I O _ + AND TABLE ON SHEET C8.4 E;NPIRES: 12/31/18 : 6" PVC-11-1FF = 290.9 I = RIM = 288.96 ST INSTALL. L=93.7' Z IE IN (E) = 283.83 LLOJ INFILTRATION PLANTER PER DETAIL 4/C8.4 IE IN (W) = 283.84 AREA = 560 SF MIN. SL=6.6% 3T • J IE OUT (N) = 283.63 IE OUT (N) = 256.23 I o I V ST INSTALL: ST INSTALL: ° t • ° ° . ° • ° a• ° • • • � 0 31 8" X 12" TEE 3 � ^ li e STANDARD MANHOLE PER CWS DETAIL IE = 255.50 31 __��r. �i'•Yv-,I r�-v-a-Y-'r-a-�� .-Yvv - - 010 C8.5 • RIM 288 98 d .ed a 'a ♦ d,• .a &' ' ' a° , � , a- .° a ' • • . .,, , d IE IN (E) = 282.75 W ST NOT USED I. - d . • I IE IN (S) = 282.75 6 32 + " PVC 9 a IE OUT ( )W = 282.55 . l gd . I ♦ - L=34.6 • . � ST NOT USED 6�PVC SL=8.8% � t I ST INSTALL: e U C� cZ o d� pud �,f �- - - ej STANDARD MANHOLE PER CWS DETAIL 33 (n W ST I' 010/C8.5 vt ST L=62.4' W g • -J BL--�1.4% -. RIM = 281.64 ST NOT USED Z 5 / d • IE IN (E) - 275.78 34 ° f a ?0 8 IE OUT (S) = 275.58 Z W W 8" PVC ST a° ! I INSTALL: ST NOT USED Z L=22.3' 4 I g AREA DRAIN TYPE II PER CWS DETAIL 35 Q Q Z 3I - I % . -0.5 • 11�-\ O I iii»I� 380/C8.5 Z = Q -= SL----%- =- $ RIM = 280.00 ST INSTALL: C . ° . _y= _� y-�"- ------""----"--- I I IE OUT (S) = 276.83 3g FLOW CONTROL MANHOLE PER CWS DETAIL O O7 G J -- - . . . . d aST 1 270/C8.6 INSTALL: CO a AND TABLE ON SHEET C8.4 (L 23 I X 1 gT AREA DRAIN TYPE II PER CWS DETAIL O I RIM = 277.35 • I 380/C8.5 CC ° FTT ` I IE IN (N) = 268.53 G U I • i I HOUR RIM = 277.83 N d a< - x IE OUT (S) = 268.53 Ln Cn IE OUT (S) - 274.87 Q 00 I I INSTALL: ST REMOVE AND REPLACE: 3 ° 8" PVC FF = 277.0 . i 8 111 I 10 FLAT TOP MANHOLE PER CWS DETAIL 37 380/C8.5AREA 1N TYPE II PER CWS DETAIL Q r r = L-96.6 I r I 050/C8.6 RIM = 253.99 EN N 2 SL=7.0% a ° s ° 8" PVC 4 i RIM 77 NEW IE IN (E) = 251.64 ° . + m L=10.2' I IE OUT (W) 2 274.24 EXISTING IE OUT (W) = 251.54 4 SL-9 0% 8' ) S4 1 ST INSTALL ST INSTALL: ' I11 INFILTRATION PLANTER PER DETAIL 4/C8.2 38 PVC CAP. • i ST AREA = 1,500 SF MIN. 17 IE OUT (E) = 270.95 C ` , ST _4:: ss __4.: SS- - 4.. SS - _4.. ss - s ° L=6.0' INSTALL: < ' * ° J ST 7 11 ,.a ,. I \ SL=1i0% 12 STANDARD MANHOLE PER CWS DETAIL • a" so e" so • 10° So • 10" so 1o" SD to' So -, • 010 C8.5 ST /54' 2+loo I / o : ST ST I z RIM = 277.53 W . 8" PVC 12 36 \ o IE IN ( ) L=147.9' ST a I N = 268.93 tI I 38 - 8" PVC 10 SL=4.5% ' " �N 10" PVC �+ 6" PVC 15 10" PVC • I I 1 IE IN (W) = 269.04 IE OUT S 268.73 ST 6 PVC L=20. Si L=5.6' L=196.3 - 1 I ( 1 O - I. ST L=39.2' 9 � L=32.5' SL=1.0% SL=1.0% I \ ST NOT USED J x • 8 SL=5.0% = SL=2.0% ' • SL 5.0% v x I I13. . . . . . .. .. _ . . . . . . . . - ', _^_' .'. NSTALL ...I 8.. PVC - -- -ti_._.��_.��._._._-_��-.�-.�.- -r--s= - - -- I 1 • • ° • K '` i ST 14 OUTFALL 8" PVC W 70 ° .. . VENU • x IE = 274.08 V • SSL-2.5% - o. a. , . . ;' ° < . ° a _ ° . °, � ° 7 • _____� ST ° Tf A 1 CLASS 50 RIPRAP (0.5'D X 3'W X 4'L) O 8' PVC ° a �_ ------- L=8.0' ° ° 16 y x r�cL=6.5 ° . ° ° ° v ° . .°q .v • o : ♦a. .. . . _ e =12.9%- - .. 3 • ' _ -12" - - 1 8 - a�, - -- AREA DRAIN TYPE II PER CWS DETAIL ST - e- u`b 8 - 12" - - OJT - - - - - - -�- ST 15 - +N - 25 - _. - - - - - - - s-----t's _- - _. _w - - - -s. - 380 8 /C 5 - -"�- - - -WS- - - 1 - - - - - 7 ST EIMOU (7) 21 - •_- _- - _sem-- - - - - - - -�•- - ST - x x WW MW- _- af - =-Aw=' X - -w.=-=X-�•--- ---�. - -_- - 38- . r 26 --�"- - --�•- - - - - - \ T W 274.19 -�.- - - - - - - - - - a w ST INSTALL: 4' HIGH CYCLONE FENCEv ° GRAVEL DRIVEWAY f 16 OUTFALL Y \ IW IE = 274.08 = CLASS 50 RIPRAP (0.5'D X 3'W X 41) U o \ CONCRETE CONCRETE SLAB w ST\ ( \ INSTALL: o WALK _ tf \ I 17 STANDARD MANHOLE PER CWS DETAIL r 6" WOOD \ 01O/C8.5 m 8 RETAINING do\ \ W I 1 SEE SHEET 6.1 FOR PLAN AND PROFILE MATCH LINE \ I 1 ST EXISTING CULVERT AND DITCH INLET 1 1+0o I lg EX IE = 290.52 l � a LANDSCAPING 1 1 \ _I \ INSTALL: Z I I _ _ o+oo - \ Sg FLAT TOP MANHOLE PER CWS DETAIL 01O/C8.6 0 0' 10' 20' 40' ST 8" PVC 1 ( � SEE SHEET 6.0 FOR PLAN AND PROFILE o _ U) o' 31 SL16.5% i ST INSTALL: 3 SCALE: 1" = 20' I 1 1 20 INFILTRATION PLANTER PER DETAIL 1/C8.3 1 1 AREA = 744 SF MIN. S O I x 1 ST IE OUT (E) = 289.12 °z 0 I Il I ST INSTALL: PROJECT: 70976.002 X 21 8" X 12" TEE DRAWN: PVR o ST 0"11 IE = 288.52 s ST1281 CHECKED: TDL "This Design Complies with ORS 92.044(7), In That 29 ST INSTALL: No UtilityInfrastructure is Designed to be Within 1 Ft. 22 STANDARD MANHOLE PER CWS DETAIL 9 EXISTING STORM CATCH BASIN I 1 DATE: SEPTEMBER 2017 of a Survey Monument Location Shown on a RIM = 253.99' 10" PVC 01 O/C8.5 g Subdivision or Partition Plat. No Design Modification ATTENTION •1 L=28.4' I SEE SHEET 6.1 FOR PLAN AND PROFILE Nor Final Field Location Change Shall be Permitted Oregon Law Requires You To Follow Rules 10" CONCRETE O (E) ) 251.64' DWG NO. SHEET NO. 12" CONCRETE OUT (W) = 251.54' SL=3.0% I N INSTALL: If It Would Cause Any Utility Infrastructure To Adopted By The Oregon Utility Notification Center. � � � � ' I� �. � � ST Be Placed Within the Prohibited Area." Those Rules Are Set Forth In OAR 952-001-0010 Through MATCH LINE 23 INFILTRATION PLANTER PER DETAIL 3/C8.4 l/1_ OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. ST AREA = 500 SF MIN. / C4.0 �F b 37 IE OUT (S) = 272.70 34 5 ' CONCRETE STORM CULVERT 10" CAST IRON STORM CULVERT 8" CONCRETE STORM CULVERT 12" CONCRETE STORM CULVERT I.E. 10" IN (N) = 295.20' I.E. IN (N) = 294.4' I.E. IN (N) = 292.5 > I I POLE WITH DROP & h..1 c I.E. IN (S) = 292.3' STORMWATER DITCH I W TREET LIGHT yy I.E. 10" OUT (S) 294.72' LE. OUT (S) = 293.9' LE. OUT (S) = 291.6 _ _ _C I LE OUT (N) = 291.3' - - _(NO-WORK ZONE) ,TER LINE - - W I �y I 16 - STORMWATER DITC DI 9 -- �.- - - -««- - - -�"S - - -M•= - - -"w- - - -� - - - -- - - - - - - - - "AT-1 . -(NO-WORK ZONE) 21 I 16 - - - - - - - .AT 6,. DIP 8" DIP 11 6" PVC 8" DIP ' - - - "- 8" DIP g � ,20 W 8" DIP (PUBLIC MAIN) (PUBLIC MAIN) = W (PUBLIC MAW) - - - - - PBS - I - L-16.0' '- - (PUBLIC MAIN) -m- - - - ,.. 11 5 °_(PUBLIC MAIN) m W - - L=7.0' - - - L=153.3' __. _- SL=1.00% __. 2 ----- - - L=126.2 --' 3 L=199.1 _ L=15.1' - - -- - - - -��- - -- -mss- -�= s_ - - - - - - - i SW 69TH AVENUE - 2" S° - -� I - S � g_ �s �1 Ji 8. �' w - a•• W 4.2' - _ -I �g I I Engineering + _ I _ -� ,+oo� 1S1 a" ss (PUBLIC FIRE); 8" SS a' SS a 5.7' 8.• W $Ii -� Environmental 6' DIP � � � � 4 314 W 15th Street 6" PVC U 3 L=21.7' SL 61.00%PVC S "F + I + W ° +m - - -- y . y . ` , yy S Vancouver, WA 98660 (PRIVATE FIRE) � 11 w�- - - -aAs- - 360.690.3488 WATER KEY NOTES L=7.o L=15.6' ° a °T v - _--- ::T - 3 6° DIP L-27.6' 2 S SL- 760 S (PUBLIC FIRE) I I www.pbsenv.com 1. SEE SHEET C0.1 AND C0.2 FOR GENERAL NOTES AND LEGEND. 1 ® L-5.0 � 3 {� ° �� 2. TRENCHING BACKFILL PER TVWD DETAIL 10/C8.8. S ,. .. . r • .� ° .l=J .d _ a sa° w I la` - ° I ) 1 • 1 DNE y 6 PVC " 3. - • .y .� . Yy -. , .µ . . "4 W• W - " _ �' w a+oo c4• RESTRAIN ALL JOINTS OVER 4' PER TVWD DETAIL 21/C8.8. SLL 1100% 1 e-. ---y- ` LL 8 } `POLYETHYLENE BAG INSTALL PER TVWD DETAIL 2 C8.8. _ 11 4 W - W '',6" DIP W 4" DIP r4" DIP 18 }$ W :l _ Environmental 5. RECONNECT METERS ALONG SW 69TH AVENUE BY CONNECTING SERVICE � 9 (PRIVATE FIRE PRIVATE FIRE " ) (PPRIVATE FIRE) wl LINE FROM NEW 8' MAIN TO EXISTING SERVICE OFF 4" MAIN. COORDINATE ( ) 4 DIP 13 W I , S L=1.3' L=117.0 oRLB'� WITH TVWD. L=6.3 ' 'i 3 (PRIVATE FIRE) g 15 % , + �y Engineer^aIC7 SEE ENLARGEMENT I W >�� ✓ .ea�tt eW HOT TAP TO EXISTING 6 WATER MAW AND INSTALL: L=179.9' ON THIS SHEET 6 DIP " QI I v L�� ,c=US (1) 6" X 6" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. (PUBLIC FIRE) x o I 7.09.04 (1) 6" MJ X FLG GATE VALVE PER TVWD DETAIL 3/C8.7. (1) 6" X 8" REDUCER. = FF = 289.9 HAMPTON INN & SUITES & L='s 7� N% Z i o IrXPIRES: 12/31/18 eW INSTALL: m ° 0 (1) 8' X6" MJ X MJ TEE. - FF = 290.9 z (1) 6" MJ GATE VALVE PER TVWD DETAIL 3/C8.7. f (1) 6" DOUBLE CHECK DETECTOR ASSEMBLY PER TVWD DETAIL ° y J BF200/C8.7 WITH H2O TRAFFIC RATED LID. V n I (3) 6" MJ 90' BEND. eW INSTALL: ° r z z -=-z-- , s-= _ -r3 Cl) I) (1) 8„X4" MJ X FLG TEE. 6„ DIP ; 1 IJ.1 (1) 4" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. I+ w (PRIVATE FIRE) ° a a ° , d �_ r LU (1) 4" METER WITH H2O TRAFFIC RATED LID PER TVWD DETAIL L=123.7' I a' a • . P/ • . . I DROP POLE WITH J 704C/C8.7 (PRIVATE AFTER METER). �! An D W Q (1) 4° DOUBLE CHECK VALVE ASSEMBLY WITH H2O TRAFFIC RATED LID W . PER TVWD DETAIL BF 100/C8.7. AN O • C� (2) 4„ MJ 90' BEND. z W HOT TAP EXISTING 12" WATER MAIN AND INSTALL: _ Z LU Z > Z e (1) 12"X8" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. • a so • 3+00 (1) 8" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. T I ? Q z - 6" DIP ° 10D aZ LU W HOT TAP EXISTING 12" WATER MAIN AND INSTALL: Iw a ( (PRIVATE FIRE) e (1) 12" X 8" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. L-14.9' ~ J (1) 8" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. --� -,- -- -,-, y - - LL -,'E1 I CO W a (1) BLOW-OFF ASSEMBLY PER TVWD DETAIL 202/C8.7. " w --- - ° i a ,^ yy INSTALL: 15 e (1) 1" SERVICE SADDLE. i I Q Ln a/ (1) 1" GATE VALVE. (1) 1" DOUBLE CHECK ASSEMBLY PER TVWD DETAIL BF101/C8.7. Z - L I x I I r r eyy INSTALL: o O -� - I N 1� i r z (1) 1" SERVICE SADDLE. - n (1) 1" GATE VALVE. _- FF = 277.0 ° I _ I a a N , 4 '^ (1) 1" DEDUCT METER. (1) 1" DOUBLE CHECK ASSEMBLY PER TVWD DETAIL BF101/C8.7. S S 6" PVC 6" PVC 6" PVC 7 8 L-5 L=42.65' L-17.00' W HOT TAP EXISTING 12" WATER MAIN AND INSTALL: y 4" PUC SL=12.00% SL=1.00% 2z>) . . SL=1.00% e (1) 12"X6" TAPPING SADDLE PER TVWD DETAIL 8/C8.7. - -- 4" PVC L=303.83' S(1) 6" FLG X MJ GATE VALVE PER TVWD DETAIL 3/C8.7. L=19.02 SL=0.50% ; S SL=1.00%INSTALL: 4" ss -a 4" ss 4' ss` " 4" ss _ ° 4.S 4 9 (1) 6"X4 MJ X FLG TEE. � - � . -:: °• (1) 4,. FLG X MJ GATE VALVE. ' , ' � � _ __ _ _ ---- __-s., so - - • 10' s°- 1Q.' so 10" so _ _,o.' so '• � I x �� (1) 4" MJ 90' BEND. z+oa I z W (1) POINT OF FIRE CONNECTION. REFER TO PLUMBING PLANS FOR I I� 10 CONTINUATION. W (1) POINT OF IRRIGATION CONNECTION. REFER TO PLUMBING PLANS (- • I 0' 10' 20' 40' 11 FOR CONTINUATION. x 14 a. . ° '•` I ' x � - �. I DIE e (1) POINT OF DOMESTIC CONNECTION. REFER TO PLUMBING PLANS FOR SCALE: 1" = 20' I` . D a" s° W - - - - -- - • - - ° • - 3 O 12 CONTINUATION. W (1) POINT OF FIRE CONNECTION. REFER TO PLUMBING PLANS FOR - - - a ° . , ° ° .a ° ; � a ° a .`. X 13 CONTINUATION. a ' --- - - - -- -^-w-•- - - - ---- - - ------ -- D W I NbU i a ° °. a o LJ < 7 ° a a °: • V O i w r w . w:-tZV a a � W (1) POINT OF W9SirCONNECTION. REFER TO PLUMBING PLANS FOR a "I SD 12" so - 8 S - - - - a ° 14 CONTINUATION. 2 SD- t8_ - - - - -_ -iv+ -GAS- -.. -� -..WS- -..As-- W INSTALL: - -�.e- �--�-�- - _'"__.��- N - -�- _ - -.�- __ . - 15 (1) FIRE HYDRANT PER TVWD DETAIL 101/C8.7. X h , r ^ _=_- X - - - x - v _- -- X - .�X yy INSTALL: - -T _- v - POLE WITH DROP ° 16 (1) POTHOLE WATER LINE TO VERIFY CONNECTION FOR ABANDONMENT. 4' HIGH CYCLONE FENCE SANITARY SEWER MANHOLE I g COORDINATE WITH TVWD AND REFER TO TVWD SHUTDOWN NOTES ON RIM=269.71' \ ' SW 69TH AVENUE SHEET COA. IE 8" PVC (N)=264.66' 3 1 X o m , \ IE 8" PVC (S)=263.98' a m 4" DIP � \ E W INSTALL: INSTALL: I m 17 (1) 4" MJ 90' BEND. SANITARY SEWER KEY NOTES S (PUBLIC DOMESTIC) - e SHALLOW FLAT-TOP MANHOLE PER CWS DRAWING NUMBER ' L=23.1' ' \ q . 1. SEE SHEET COA AND CO.2 FOR GENERAL NOTES AND LEGEND. 040/C8.6. s W INSTALL: RIM-275.89 \ I1 18 (1) FIRE DEPARTMENT CONNECTION. e INSTALL: - \ 1 STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. IE IN (N)=273.68 1 4" DIP 4 DIP 4 DIP SEE SHEET C6.0 FOR PLAN AND PROFILE. IE OUT (S)-273.48 (PUBLIC DOMESTIC) -- ---- (PRIVATE DOMESTIC)- - (PRIVATE DOMESTIC) eVERIFY RESTRAINT ON EXISTING 4" GATE VALVE AND RESTRAIN AS - , 19 REQUIRED. S INSTALL: S CONNECT TO BUILDING AND INSTALL: L=2.0 L=2.0' L=10.1' z INSTALL: e STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. e STANDARD CLEANOUT PER CWS DRAWING NUMBER 500/C8.5. 4" w - -- s (1) STRADDLE BLOCK PER TVWD 200/C8.8. SEE SHEET C6.0 FOR PLAN AND PROFILE. RIM=277.09 _ a (1) 2" STANDARD BLOWOFF PER TVWD 203/C8.8. S INSTALL: IE OUT (W)=273.50 W W " " 6 7 1 TYPE K COPPER (1) 4 CAP ON ABANDONED MAIN. e STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. S CONNECT TO BUILDING AND INSTALL: ' 4 (PRIVATE IRRIGATION) o 9 SEE SHEET C6.0 FOR PLAN AND PROFILE. e STANDARD CLEANOUT PER CWS DRAWING NUMBER 500/C8.5. 00<� L=3.3' _ 1 a w Vy VERIFY RESTRAINT AND RESTRAIN AS REQUIRED. CUT AND CAP tel INSTALL: RIM=294.39 ' DCVA I � 20 ABANDONED 4" LINE. PLUG 4" CROSS. COORDINATE WITH TVWD. 4 STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. METER 4" DIP SANITARY 5' cL No T IE OUT (E)=287.40 (PRIVATE DOMESTIC) SEE SHEET C6.1 FOR PLAN AND PROFILE. e CONNECT TO TRASH COMPACTOR AND INSTALL: ' 5�xxl 5.10' L=7 6' RIM=265.75' W ABANDON FIRE HYDRANT. REMOVE VERTICAL PORTION OF HYDRANT AND S CONNECT: 21 RETURN TO TVWD. e TO EXISTING MANHOLE. 10 STANDARD CLEANOUT PER CWS DRAWING NUMBER 500/C8.5. ' > 1" PVC , I i Z RIM=280.41 X I PROJECT: 70976.002 SEE SHEET C6.1 FOR PLAN AND PROFILE. 1•1 W (PRIVATE IRRIGATION) 1 INSTALL: IE OUT (E)=275.59 a 6 STANDARD MANHOLE PER CWS DRAWING NUMBER 010/C8.5. e INSTALL: a" w 4" W L-1 9 ' 1 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 "This Design Complies with ORS 92.044(7), In That IE OUT (S)=275.20 1" PVC DATE: SEPTEMBER 2017 No Utility Infrastructure is Designed to be Within 1 Ft. Ak (PRIVATE WASTE) E of a Survey Monument Location Shown on a ° I I DWG NO. SHEET NO. s Subdivision or Partition Plat. No Design Modification ATTENTION ' L=381.7 4 DIP W W W , ,I I I I 8 (PRIVATE FIRE) 0' 2.5' 5' 10' 1 Nor Final Field Location Change Shall be Permitted Oregon Law Requires You To Follow Rules 1" TYPE " K" COPPER 10 11 12 Adopted B The Oregon Utility Notification Center. L=1.3' `N If It Would Cause Any Utility Infrastructure To y g , (PRIVATE IRRIGATION) , 1 I x C5.0 OF Be Placed Within the Prohibited Area." Those Rules Are Set Forth In OAR 9fThe -0010 Through HAMPTON INN & SUITES SCALE: 1" = 5' �` OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. L=12.2' I 34 STA: 1+71.37 N S-2 12.50' (L) \j a STA: 1+64.00 STA: 1+71.76r GRADING STORMWATER DITCH I _ 5.0' (R) - - 10.00' (L) ' EXTENTS (NO-WORK ZONE) 4\(;TORMWATER DITCH-STA: 0+44.77 - - i _ TSTA: 3+61.09 - S-3 STA: 0+19.34 STA: 1+44.08,.) 11.77' (L) 11.41' (L) ' STA19+74.90 11.00' (L) I - - STA: 3+78.71 - NO-WORK ZONE) v PBS STA: 0+19.31 STA: 0+44.74 STA 1+44 02 5.0' (L) ST-21 STA: 4+05.04 00 ST_:"S056.3 _ 5.0 (R) +- - - - - - - - .,X 9.8 ' (L) 9.99 ( - X xxxxxxu !� 10.00 (L) _ _" _�� 10.00' (L) Engineering + - - - - - - - - - - 0+63.00 - - - STA: 1+83.00 5.0 (L) 294_ ST-22 Environmental- -`"STA: -0+00.00 - -- - - �- - 0.60' L �- - - - s- - -0.60' L "_- - - - - STA: 4+02.88 a f O • (t 2)• - STA: +22 12.. STA: 3+35.00 - m 9.81 L 9TH AVENUE _ 'r 4.8 L 314 W 15th Street 8_ - ,,, w - „ W 8 p,-W - - 8 /a„ 20.00' (R) � - 8` 9.2� (R) - p„ W - _ 8 _ O _ _ Vancouver, WA 98660 / a STA: 2+33.88 a I 360.690.3488 STA: 0+13.75- � +T +- - �+ � GRADING www.pbsenv.com -1+00- I STA: 0+07.00 18.00' R STA: .00' ( 0 STA: 3+61.00 ^ 18.00' (R) ' ss a" ss STA: 1+26.00 a" ss e" s' ss , 5.0 (R) y / 20.00' (R) / ( ) ` 18.00 (R) 12.00 (R) I EXTENTS N STA: 0+20.75 STA: 0+48.75 F + + + + STA: 3+20.08 �., " STA: 0+76.00 STA: 1+01.00 STA: 1+51.00 STA: 1+76.10 -�_- - - -�- 18.00' (R) 18.00' (R) 20.00' (R) -20.00' (R) 18.00' (R) - -- I STA: -0+00.00 20.00 (R) -20.00 (R) 29 N 10.42' (R) 1 a a ` gig -- ------ -------------------- __ ------- ---- - - - ° I. Z i \ • -- - '-^- --------- �------------------ - • a c°�`• :.: g2 ` i ally e�byTimCegl: STA: 3+A- , . ..\ _ I N: - elrviltoo P \ ^ ine STA: 2+48.00 15.04' (R): •° ( I u9C vil E STA: 1+38.00 \ \ I HAMPTON INN & SUITES 19.25' (R) STA: 3+54.05' a 19.25 (R) \ I 12.00' (R) r. 1• 1. 0' 10' 20' 40' - SCALE: 1" = 20' - U) 315 - - - 315 W .- v/ W W 310 0 � MMamo 310 Z + OD GDW � N p LL Z > Z O 1 �N N N N � u0 W 11 ui Z 3 " PVI = 294.68 N PVI STA =PVI 22+25.00 92.78 M Z Q W °' z z ? p PVI STA = 0+45.00 n 305 rn O C14 - - N K = 32.10 II II 305 Z = a ASSUMED INVERT DEPTH OF EXISTING GAS MAIN. Yo 1110 io D 0D K = 26.94 1" It ^ 6 N 'n rn VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF Q(O I w W W W is r� 00 N r` ro rn M rn '� ¢ O Wo) V) W . mmN IIa, N 50 VC rnrnrna (A Na � � It Z COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN 0'N 50 VC 30", COORDINATE WITH NW NATURAL. m if 11 j� 11 N N w CoNN 0 0 , 000 000 000 Co YR ari N r� �� q SO N M v 3 Z Z, 6 0 p o) N N N 11 11 11 3 O:N �Cr) N N N 00 00 00 � 300 ¢ m II II II 3 4- 14- W O O d M - ... f- o ,.� 00 ^ u) nj ao.�.�.." m 300 w + + PROPOSED SURFACE N Z ? O N z o N N r i a0 + N `� i-- w II w II z N W 2 Ch oN oN AT CENTERLINE C4 11 01Nw . = 1rn mz_ z_ zm ¢ > o> o"v" a c tii ui Li w EXISTING SURFACE w w w I 11 c04 04 N1 Lij N N= _ - a W 0) z z z Ln Q I N Cr0=J 0 LJ C'q O Q Q - » N � - - - ~ � xww » SII » , 111 � m00e0 0w �W NN` _ _ 4, - - - - - » AT CENTERLINE N w - - m m w w I II N N N N - - - - - - - - - .91% mm a - wW > tnrrwwww FI � � � � � ti www w > - - - - - - - - - - - - -off U) 295- 295 r 295 - - - - - - - -1.06% - - - J W W e DI -- - - - - - - - - 1.0 W e01w - -- _ - - _ PROPOSED 6' WATER MAIN PER --- - - - j- 1 C5.0. MAINTAIN 36" OF COVER. a01290 2 1 ST - 12PVC 117.10 LFREDUCERPER C5.0 - e = PVC 110.88 LF SL= n% PROPOSED 8" WATER MAIN PER PLUGGED 8" PVC STUB 1 O 7.00 LF SL=1.0% _ C5.0. MAINTAIN 36" OF COVER. LOCATION AND A6UMED PROPOSED 6" FIRE � PROPOSED 4" INVERT DEPTH OF LINE PER C5.0 DOMESTIC LINE 285 I I I =711==-:3 285 COMMUNICATION LIME AT q PER C5.0 LOCATION AND ASSUMED INVERT LO ATION ANDJATER SSUMED INV RT 0 EXISTING WATER SERVICE DE TH OF 12" MAIN A: C_ 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=1.0% 280 280 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 J SW 69TH AVENUE HORIZ SCALE = 20 v 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_ 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN 295 295 t O a SANITARY SEWER AND OTHER UTILITIES. LU 3. SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. - - - m '! 290 -- _,__ _ 290 r EXISTING SURFACE a' O AT CENTERLINE � w J 0 > _ > _a) 285 - 285 zz a z - O m > 280 280 S o Z PROJECT: 70976.002 m 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 E 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 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 C O OF a OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. V 34 j� V n </4, o p / STA: 1+34.22 �L[�///� I I € f \ g u STA: 2+20.00 HAMPTON INN & SUITES �` I I II STORMWATER DITCH 12.93' (L) GRADING lx f 1 1 I llll� 18.00 L ° TA: 3+97.07 (NO-WORK ZONE) EXTENTS STA: 1+88.00 STA: 1+90.00 STA: 2+27.13 STA: 2+90.88 ^ STA. 3+66.90 ° I 19.25' (L) ° 19.25 (L) ° ` , - STA: 0+42.26 STA: 1+24.55 I 19.25' (L) ° 18.00' (L) ,' °20.00 (L) ^' , l • --- � ° <t• .�< 1 Wei 4 13.00' (L) 12.50' (L) END ROLLED CURB END ROLLED CURB BEGIN CURB AND GUTTER BEGIN CURB AND GUTTER - s o0 3 Y STA: 4+31.87 STA: 0+21.29 �I ' b o N , N • � o \t « f « « 16.78' (L) STA: 1+06.92 , _, / I ' / PBS STA: 2+32.00 cc ro ro ro ° I.'I N N N N N N N N SV --N N W-5 13.00' (L) 12.50' (L) STA: 1+86.00 / 18.00' (L) 1 STA: 3+09.00 STA: 3+51.00 / / I i STA: 4+39.04 Q EN CURB RONLD GUTTER END CURB AND GUTTER / 18.00' (L) / T e" ss 18.00' (L) 18.00' (L) STA: 3+70.02 rA r - 6,92' (L) Engineering + BEGIN BEGIN ROLLED CURB S 34 N pr EXISTING S 5 ! I STA: 2+67.00N �- 8 0 Environmental 9C\j .37 STA: 2+2 1 - _ STA N 314 W 15th Street12.3 (L) 1 .00 L STA: 3+91.08 Sv1 CLINT N ST ASPHALT Vancouver, WA 98660'STA: 0+43.97 2.0' (R) � " + +00 11.2' L sm-V- 12" sd 121 so t2- � 12 . 360.690.3488 ST0+00.00 I �o 0) www.pbsenv.com 15.26' (L) o• J ± - ST-17 S-4 - ) 4. - RB AND GUTTER g STA: 0+57.05 - ' a u ! 4.51' (L) 1 VG_ ed b a� w \ - " STA: 4+02.96 STA: 2+12.74 STf1f 4+21.14 8 BEGIN CU - " - ( ) q,.12! so to \ I of � - 224.1' (R) X i5 n' 10. 0' (R) T �- �+ 14.26 R n rn N - ` - X RADING - - - - 1 4n EX SSMH-3 STA: 0+05.10 1 1 \ ��N N m r va - EXTENTS I 1� STA: 1+75.55 STA: 2+00.00 �ng F��Nso I10.48' (R) k -10.00' (R) - - - - - - -. - - W STORMWATER DITCH % btt,o= STA -0+20 20.90 �i N p I Eineerin o N N _ ^� I END STANDARD CURB (NO-WORK ZONE) 1.9' R N 1 I + / �; I Environme x ST-27 oRFalelvll� STA: 1+56.85 1 1 Z I % y "Engip g, STA: 0+01.53 d STA: 0+90.65 8.1' (R) I 1 I �� +�Iekitt A. 17.T (R)__ - - A. 0+47.38 12.50' (R) 1� tiU.U' TRANSITION FROM , I C� r L�I��dv , .04 EXISTING STORM CATCH BASIN STA: 0+22.4 CROWN TO SHED-NORTH I t0 1 on.o9.oa RIM = 253.99' STA: - 1.51' ( 0 1869• (R) 15.50' (R) STA: 1+26.56 HOUSE I I 11F ,PIRE : i 10" CONCRETE IN (E) = 251.64' 21.51' (R) STA: 0+39.39 12.28' (R) € STA: 0+30.56 1 0' 10' 20' 40' 12" CONCRETE OUT (W) = 251.54' BEGIN CURB AND GUTTER 19.51' (R) GRADING (R) STA: 1+39.20 W i ~ zo EXTENTS 16.80' (R) c SCALE: 1" = 20' 1 END CURB AND GUTTER I £ I (n Q m I \ 310 - -- - 310 v� PVI = 290.40 o LU PVI STA = 3+49.00 LO K = 20.00 305 160' VC II 0 305 W O O Q N N N ^ W OO UJI O7 00 N nnnN J C71 00 0) rn rn � of to o Co Co Co II 0 Z W cO o ASSUMED INVERT DEPTH OF EXISTING WATER MAIN. rn am rn d' N 0) Y� N N N + CO Co t rn Uj 0 II II II 3 Z W LL N N VERIFY EXISTING WATER MAIN SHALL HAVE 36" OF 00 00 m N '� N W N 0 z nw" O tii a COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN N N N !! w m 0�`"' ~ 300 0 U II II 1 3 0 0 w II `r z z z o 300 Z PVI = 274.20 > 30", COORDINATE WITH TVWD. °�°z t Uj >> m> N N e a �' PVI STA = 2+14.00 m m rn z z z w w ¢�J N ISI N N N N = Z a K = 14.29 N - - - o (7w � - www_ w_ Z cn F _ _ O Q ASSUMED INVERT DEPTH OF EXISTING GAS MAIN. rj M 00 °D m m O 110' VC VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF In Fy www w _ Z 295 0 o COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN _ 295 Z Q 000 00 30", COORDINATE WITH NW NATURAL. 4.00 - a � � � � J Z co + + 00 V Q ± N NN -_ Q PVI = 269.04 Li w 0 Li � - _ .�. Ln PM � J 290 PVI STA = 0+94.00 > > > > - J z. 1z,. °' (W) 290 ti a K = 23.38 m m M w w fCn r1 0 / LOCATION AND 0 r 130' VC I � 0 ASSUMED INVERT 0 o n -t 0 tri N N DEPTH ON EXISTING 285 0) (0 of 00 o � Iri LO cD N Lo v ' i PROPOSED 6"y; 285 ''Q^ + ttoo + � 1` OCCON C14 C14 co to � � LINE PERC5.0 V / / O N N N N N ' 0�� 3 N z O // / PROPOSED 8" cNicwi 0000 L)icwi r1i^Z::3 vvv � I�laoao �/ / olW� WATER MAIN > > P0Mr) d ww 00 V) NzzzO N � ww / EX. � PER C5.0 .. °� m N N z z z o II = _ / / gy° PLUGGED 8" PVC STUB 0 co to cn - _ 5.00 LF SL=1.0% 280 tMo O N N N ;1 r- N° - - _ w w w w /- -- E Sia PROPOSED 8" 280 n II II II 3 I 11 04 � � - - - - - 681 C_ coo (00 Nrzw n" ww _ w N N N N 0�,� 1- N - - w / w PVO 206 WATER MAIN U.) 12 PER C5.0 O p in ryvv n N N: _ _ __ - CAPPED 12" PVC STUB 275 z N z z z p 17 - 0) C14 C14 N a - - - - -. 5.00 LF SL=1.0% 275 o Co F = _ _ = inWWwww W o t/1 Co Co Com W V o U0 oII CC14 PROPOSED SURFACE w Fr +o ao_ EE t0 M r /EIn CoEXISTING SURFACE 270 c1 ? � ( 270 N 11) AT CENTERLINEN JJ V o n II z 00 N, N) Y O v N II O oq°o P,' It Ld LdN m`� � Nom _ - 3 �F S`�, 0 It Ot W In C m In N z o M PVC 49.2 ' 265 N N n CO 0 w FI- M 00 W / ' � SS � 12 - L_ - -- 265 0 a LLJ ro > II 3 = ,0 0 0w , o W F N N z ° SU,5.6% ST - 12" PVC 22.26 LF SL=8.3% ui 2 °' °° �6% - 59 LF Ln z O w w 9' VC 156• C"_ _ - - " P 260 C`1 IIN N SZ _ 12 - - 260 Y N � f x d' W W Q E N I 255 LF S�s6,4% 255 m R " PVC 5-7.56 5.1 _ 12 0 - 3 a ui 250 250 0 a o p z a a z o O 245 245 LO U -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 4+60 4+80 of SW CLINTON STREET o N Z O 0 HORIZ SCALE = 20 PROJECT: 70976.002 3 VERT SCALE = 5 DRAWN: PVR 0 PBS ENGINEERING + ENVIRONMENTAL CHECKED: TDL "This Design Complies with ORS 92.044(7), In That DATE: SEPTEMBER 2017 No Utility Infrastructure is Designed to be Within 1 Ft. SANITARY PROFILE NOTE 8 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 Adopted By The Oregon Utility Notification Center. 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN If It Would Cause Any Utility Infrastructure To C6. 1 OF _ Be Placed Within the Prohibited Area." Those Rules Are Set Forth In OAR 952-001-0010 Through SANITARY SEWER AND OTHER UTILITIES. 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 260 260 www.pbsenv.com PBS ENGINEERING + ENVIRONMENTAL • � ned b SANITARY PROFILE NOTE 1. SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND. 1�� itt,o Engineerin 255 255 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN a EnvironmeFay SANITARY SEWER AND OTHER UTILITIES. N( ORftu%ivi, � EngjpeQ g, 3. SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. • '`L �lebvitt cl 017.09.04 250 250 (F'.PIRES: 0 EXISTING SURFACE 0 AT CENTERLINE > > 245 245 _(D W W (All W 240 —i 240 W ' I adZ W 235 235 LU —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 ; SW CLINTON STREET Z = Z J HORIZ SCALE 20 Z H OU. VERT SCALE = 5 0 Z 0 CL ;g: Ja Q L V 320 320 ''LCL V 315 315 310 310 EXISTING SURFACE 0 305 AT CENTERLINE - - - - — 0 _ 305 .— > - - > J N _ — Q) 300 — — 300 V - � � - - - o 295 1 295 i i U 290 290 a w 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 0 N 0 SW CLINTON STREET HORIZ SCALE = 20 3 VERT SCALE = 5 w J 0 a 0 zz a o Z n o K v "This Design Complies with ORS 92.044(7), In That ml 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 oBe Placed Within the Prohibited Area." DRAWN: PVR U CHECKED: TDL DATE: SEPTEMBER 2017 ATTENTION E 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 • OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. OF i 34 C 1 V18.00' 00 6.0n' (L)277 TA: 2++71.00 STA: 3+23.31 STA: 3+89.50 STA: 4+14.00 cT A• 4+39 00 STA: 4+64.Cti 6„ ` .40 10.50' (L) 6.00' (L) 6.00' (L) 8.00' (L) 276 8.00' (L) 8.00' (L)R TAINING �` - - - - STA 0+29.61 WALL 6.00' (L) �� 28oSTA: 2+05.00_ - .40 ' ` ` ` ` ` ` ` ` ` _ STA: 3+45.00 ____ __ _ _ _ �_ -.-.- - N0 20.72' (L) BEGIN CURB AND GUTTER -- 275 u �_._.._ v .- > �- -` 3' STA 5+46.99 . + . . . .. .� . ° M 1 6.00' LN - 7.25 L ,� ` ` .a + O STA: 5+74.47 ( )_ o - - - --- - a ,. '� ^N STA: +33. 0 . W Y . v �° e' v ;2 q . 6.00 (L) PBS + STA: 0+44.61 °� rte. ^ . ---------- ---- -- . . . v N ' . '41 `.V 6.00 (I-) -------- - -- - -- -e-z-s--------� 72 a • • o E moi' : Z L STA: 0+30.00 ,v.'. v �� _ _ _ 0_ c • r\v .' �. h • - 12" SD $°,• -Ig - - _. -�° _-�-� Environmental 72. SD { ngineering + ° .a Q � ° o.00 rV-�-�-ry ° ._- g _- stg ___ - - - - � _ E - 2 - _ eet �+ -- - -- r N _ - - _ x - -X-- X X - Vancouver,l4 W 5t WA98660- - u'� XISTING S-11. - �+ - - - _ _ - -, STA: 5+74.47 N M� cr2 -- - d (�\ 360.690.3488 1C _ __ STA: 4+40.00 STA: 4+89.83 !`�• 6.00' (R) - - - - - - n- - X rn 1.9' L.7t 6.00 (R) " v www.pbsenv.com X N + N + O STA: 3+18.43 ST-26 ( ) ( ) 6.00' R 6.00 R 1* N SA ARY S ER MA LE STA: 3+35.21 �` STA: 0+30.39 STA: 0+45.39 STA: 1+42.72 + + STA: 2+99.70 6.00 (R) �/ 2 4' L BEGIN CURB AND GUTTER STA: 5+54.47 G PROF O 6.00' (R) R FS 21.27' (R) 6.00' R 6.00' (R) �_ r 26s 13.07 R I tL i ( ) y o I " PV N)=2 . 6' �) STA: 3+15.56 100.0' TRANSITION FROM BEGIN STANDARD CURB END STANDARD CURB o IE 8" C (S 63.98' ( ) F _ a o I 13.49 R SHED EAST TO SHED WEST 150.0' TRANSITION FROMZ I I SHED WEST TO SHED EAST O HOUSE \ 6I I gi Ily s ped R�k o9vitik / J OUSE HOU$ �- L Ill :c Ti �2vt,o=PB�� t , \ 1 I I I E gine v \ 1 o =Civil E e�ine A e ail=tim.leaw com,c=US m 0' 10' 20' 40' \ -Tbb I e' Cl) SCALE: V = 20' _ 295 _-_.._ 295 ''^^ V/ oW o PVI = 268.92 290 + 0 PVI STA = 3+00.00 29^ 0 � K = 22.81 0 0 CIO Q 0 W W II + Q 100' VC M Loes J W N Obi Q 0 0 Q + + o Q 0 n n Z N Z W Z 285 is^ o Cf) in oi± n 0 < 0 < ^ 285 > N co Q 1 C14II N N d M N + Q to + W LL W n Q O N N 00 (O to /� 0 >LLI mN N� 06i d 0 c M N N � II II Q� 000 M QM fO QN II � li 0_J W II Y n > > _ > >0 C) t0 c0 c0 � Fa- 0_N t0 tp cD LLI r, It N N Q 0 W Q> PROPOSED SURFACE a N m m O r` 't w w 0 0 0 N N c0 m N N N m H 0 280 �� X 04 NCO sf � M N N to N II a0 Ye II II II 3 m� ow AT CENTERLINE m aprn ,cin II II II 3 ¢� a� o ��' U) Sc - yM W II W II 2g0 r r i in cO I ....... w r` > z w cn o> �.� W II N cD c0 N NNW Z to w r 0_N Q W t0�.�..� H- Q W W r- I• 1- - - - - - - - - - - No ~ ^= imN W z WoN � m zz MNEXISTING SURFACE F N o r\ - - O O aw � II IIN zI� zzz o w N: m AT CENTERLINE Ckf II II n -2.20$ v ~ N - II ZJ 04 - - Q> Q> NIINN W9IgM MZ00 0000 0av00 = w w;w NEW O 275 Zz Ewwww 275 o oo.20% co 0tj - 00 (V N wNN 4 000 LLJ - - xaocw o cnoc - '� w - - - > W - - - - -3.20% w � a _ O � ' J / - - - 2.00% 2.00 -1.00% - - - - - wW 270 - - - - - - - - - - - - - - - - - 270 I 265 - ---- r - - - -ST - 12" PVC 195.55'[F- SL=0.5Si - 0 265 ASSUMED INVERT DEPTH OF EXISTING GAS MAIN. -r VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF - e CAPPED 12" PVC STUB COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN CAPPED 12" PVC STUB 7.19 LF SL=1.0% 30", COORDINATE WITH NW NATURAL. 5.00 LF SL=0.7% 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 g 1. SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND. w E 275275 2. MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN A SANITARY SEWER AND OTHER UTILITIES. y M 0 3. SEE SHEETS C4.0 AND C5.0 FOR ON-SITE UTILITIES. a ^ - - - - - - - - _ EXISTING SURFACE 270 - AT CENTERLINE 270 �r W ` L O O _ _ _ O zz a > > g (D 265 - 265 N O - Z - O rn ASSUMED INVE T DEPTH 0 EXISTING GS MAIN "This Design Complies with ORS 92.044(7), In That 26G - 260 0 No Utility Infrastructure is Designed to be Within 1 Ft. z j of a Survey Monument Location Shown on a Subdivision or Partition Plat. No Design Modification PROJECT: 70976.002 Nor Final Field Location Change Shall be Permitted DRAWN: PVR o If It Would Cause Any Utility Infrastructure To Be Placed Within the Prohibited Area." 255 255 CHECKED: TDL U 6 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 12 Adopted By The Oregon Utility Notification Center. HORIZ SCALE 20 d Those Rules Are Set Forth In OAR 952-001-0010 Through ■ _ �'1■3 OF OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center. VERT SCALE 5 V V 34 C i a a 60.0' 60.0' ROW ROW 3/4 3/4 w STREET IMPROVEMENT � w � w STREET IMPROVEMENT w PBS V)LU/ � � 3 � _j Oz IJ N � J 3 J pZ 0 " I 00 I Engineering + V) 12.0' 28.0' 20.0' cn -12.0' 28.0' 20.0' Environmental .,d 314 W 15th Street Z/ SIDEWALK PER COT z SIDEWALK PER COT STANDARD CURB PER AC PAVEMENT PER Vancouver, WA 98660 Z/ AC PAVEMENT PER z COT DETAIL 125 C8.1 DETAIL 6 360.690.3488 DETAIL 120/C8.1 CURB AND GUTTER PER DETAIL 120/C8.1 / /C8.0 DETAIL 6/C8.0 www.pbsenv.com COT DETAIL 126/C8.1 X Z/ www. bsenv.com O 2% MAXI 2•� MP 0/ 2% MAXI PX - ,.. . . � , 2% MIN. I / 2 1 `��I) g FESS } 0% SLOPE 2: 7 Mq I = \\i\\i\\ 0% SLOPE 2 M al-4�aF l \ \ \ ° qk I v vv /v oQoQoQo oQoQoQoQ v �v % / � � oQ0 oQoQoQoQo�joQ i \\ �\ \\ \�\\ \\ \\ \\ \\ //i. \\ \\ \�\\ \\ \\ \\ \\ Naall T t f vianeitt ion Bs n /////\//\\//\\/�\j�j�/\ I /// / /// / / / I u=Civ, e�r ' Lz NJ mail=tim.le .corm,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 (7_�SW 69TH AVENUE SECTION r2_�SW CLINTON STREET SECTION C8.0 SCALE: NONE C8.0 SCALE: NONE W ROW VARIES W 60.0' 3 w �i0 w a Z W ROW ROW OZ OZ CC VARIES / 0� J Of J Z W G 3 o_j STREET IMPROVEMENT z , W 3Z � Z 3w SIU 3w Q \ z_ z_ I I / 3 J Q� J SAFETY RAIL PUBv ( I STREET IMPROVEMENTS LIC L1 BITE UFFER PER STRUCTURAL PLANS O O VARIES VARIES VARIES' �4 _ 13.0' 12.0' 5.0' LL r I CURB AND GUTTER PER a W STANDARD CURB PER VARIES COT DETAIL 126/C8.1 SIDEWALK PER COT Q COT DETAIL 125/C8.1 AC PAVEMENT PER APPROX. 12.0 12.0' 8.0' 0 -- I AC PAVEMENT PER DETAIL 120/C8.1 I X 2. DETAIL 6/C8.0 MPy 6.0' MP 2.� SIDEWALK PER COT ' // I DETAIL 6/C8.0 2% MAX ( 3.� Mqk I AC PAVEMENT PER DETAIL 120 C8.1 /\ 2. �q 2% MIN.i 3'1 Q Lf) W X 2% MIN. 2% MIN. 2: 7 I / / / / / k M DETAIL 6/C8.0 � MP / Mqk / ASPHALT 0% SLOPE �q k PER PLANS\ MP U \/ Q oQ oQ o� oQ OOQ OQ oQ 2. 0 0 0 0 0 ;;0! 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 SSW 70TH AVENUE ROAD SECTION 5 SW 70TH AVENUE ROAD SECTION C8.0 SCALE: NONEC8.0 SCALE: NONE C8.0 SCALE: NONE V J J V O Y FINISH GRADE FINISH GRADE Q Q��QQUQ�Q OQOQ QO� O� O� O� OQ oQOQ �QOQ� �QCQ�Q ��1 /� C /\%�\ /Ai/�\/\\j\ a 4" THICKNESS AC PAVEMENT 3" THICKNESS AC PAVEMENT 3" MIN. (3/4"-0) CRUSHED ROCK 8" MIN. (5/8"-0) CRUSHED SUBGRADE m m a 12" MIN. (2"-0) CRUSHED ROCK m N COMPACT SUBGRADE TO 95% COMPACT SUBGRADE TO 95% J Z o NOTES NOTES 4 1. AC BINDER: PG 70-22, PER ODOT SS 00744.1. 1. AC BINDER: PG 70-22, PER ODOT SS 00744.1. w a If 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 COOT SS 00744.13 AND 00744.14. ODOT SS 00744.13 AND 00744.14. o N Z O 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 7 PRIVATE ASPHALT CONCRETE SECTION CHECKED: TDL U o C8.0 SCALE: NONE C8.0 SCALE: NONE DATE: SEPTEMBER 2017 J E DWG NO. SHEET NO. 14 ° C8 .0 OF 9 L 34 CURB JOINT /-D�AINAGE BLOCKOUTPBS SEE STD 3I.D. SCHEDULE 40 DETAIL NO. 146 DWV (ABS OR PVC) Engineering + 5' MIN- SEE NOTE 5 ROW 1" 6" EXISTING DRIVEWAY - PIPE _W_/COUPLING MATCH WIDTH & GRADE -2% 1" BATTERW q Environmental } .,.., ; .... ROAD 1" 6" 1" R - LINE SEE NOTE 3 314 W 15th Street R ROAD _ T 3 4" R EDGE ---i- 6" Vancouver, WA 98660 T 12" 360.690.3488 - 6„ 4 " - 2 SEE NOTE 4If www.pbsenv.com REGION 2" OF 3/4"-0"' BASEROCK T � � • • ° ° 4 MAX. 5' MIN 2 SIDEWALK COMPACTED SUBGRADE 6" 5 --� DRAINAGE BLOCKOUT °°° s °,°°, ° 4 �DPROFF r r 3" I.D. SCHEDULE 40 BASE COURSE �� ° ° \�� 0G ( N FESS/Q DWV (ABS OR PVC) SEE �� ` 71188PE z- PIPE W/COUPLING 24 LANDSCAPE NOTE 3 LANDSCAPE SIDEWALK ADJACENT TO CURB p 4 O o o a4 • a4 a 16" COMPACTED SUBGRADE STRIP SEE NOTE 2 STRIP p o o OOD D o G� p� PSTRIPR 5' MIN. ROW O 0 O O A 6" O Q D • 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX ►.- 2% r : t:_:,.« : .`\...,:.;.,; ,:.;,r. ;:::•,':•: : ..1_ Qo Q 4 4 11 3 3 EXPIRES: 12/31/18 ROAD .� 4 2. EXPANSION JOINTS: 10' MIN A. TO BE PROVIDED: PLAN Ile 9" 1) AT EACH POINT OF TANGENCY OF THE CURB. R/W y(Py 8 2" OF 3/4"-0" 2) AT EACH COLD JOINT. aR�� COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP NOTES; 4) AT EACH END OF DRIVEWAYS. OF CURB 2�o MAX SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 4. '^ B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET _ _1-III ILII WITH A THICKNESS OF 1 2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4 . HQML A. TO BE PROVIDED: 11 111 ('Fly 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. / a w 4 =III- III qY� W 2) AT EACH COLD JOINT. _ I1=ilII, 3. CONTRACTION JOINTS: 0 00 0 0 0 111=11 = 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. IINNNNN 0 0 0 3) AT EACH SIDE OF INLET STRUCTURES. o o �0 0a b =v° •8eae,00$e" ter, A. SPACING TO BE NOT MORE THAN 15 FEET. o o D pa e,� I = SEE NOTE NO. 4 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. 00Do 00 1-111„illlli Ills 111 II IIIIIlllll� IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. - W F PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 2" OF AGGREGATE = Z SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 4. BASE ROCK 2' -0' OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS Z WW 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 W2 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. „ ' '^ >W v/ 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. NOTES: Z > 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 A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB- Z = O C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. � R Q O 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. OJOINS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED CO LL 1'- 3. EXPANSION & CONTRACTION T 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 W ^^ C Q OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY ANDA "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 LATERAL - 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. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) a W APPROVED Br. NO SCALE CITY OF TTGARD APPROVED Br. NO SCALE CITY OF TIGARD APPROVED Br: NO SCALE APPROVED Sr. 1n LU CITY OF TIGARD CITY OF TTGARD NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. COMMERCIAL ti sense P.NG1NIiF.RINGDMSION COT ENGINEER CONCRETE DWG. NO. • ENGENEHR]NGDIVISLON onr ENattrn STANDARD DwG. No. ` ENGIIv'HELtRVG DLVISIDN DWG. NO. ENGINEERING DIVISION, Cl) PUBLIC WORKS DEPARTNM I' aLr � aTr waNED2 DWG- NO. V ■ PUBIC WOBL9DEPALVDffi+Tr ■ ■ POHIIC WORKS DI+I BLVD. CURB GUTTER PUBLIC WORKS BLVD. Q TIGA S.W.HALL,BLVD. DI25 RD,HAL.BLVD. TI25 S.W.HAIL.BLVD. TI15 S.W.RAL,BLVD. VOICE:( )E 4179'172) JANUARY 2013 SIDEWALK 1 20 VOICED,OREGON 97727 JANUARY 2013 CURB 1 25 VOICE:(ORRGON 9TJ]3 JANUARY 2013 1 2670;aq 'VOICE;(303) 17972L; FEBRUARY 2018 DRIVEWAY 1 43 r FAX (5(30684-7297 e s FAMVOI (9(303)n7297 a VOX®:(Vas)Qs 297 VOICE:(w3)61997 FAX (503)6S{-R9'/ APPROVAL DAR PCB: (503)fib1-729'1 �gK DATE PAx: (50�664729'/ K�h FAX (5m)687197 APPROVAL DATE a c� Normal curb IINNNNN '/1" expansion joint filler Top of curb 6' 6' To be removed 3/g rad. ya" rad. upon extension of curb. . .. 3 rad. Gutter Line Finish grade r (1:4 M m „' -• .` ' (Slopevar.) O, :: ':• Finish grade S1oPeva • J---- Slope ---- ------- _ - Slo e var.) r., E ------ -�-- -� ,y c :a io _ _ - _ q TACK ALL EXPOSED MATERIAL iv Batter 6:1 Batter 6:1a, PATCH AC TO GREATER OF 3" __ _ `a ..• : ;.':;: •.': .':.•. . !:.• . !. �.'::. THICKNESS OR EXISTING 6' MIN. W + 12' MIN. 6 i\ . 'MIN. S EXISTING AC 1_5 4.5' � AWcuT � I `Bottom of curb I-• f O.D.O-T. &City of Portland Standard "H"=16" 6' V STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL J J Var. 24"or 30" wj e Var.24"or 30" O O o 0 0 ° O ot'r� 0 0 0 ° o 0 o O O LL spec) n plans o specify In tans o 0 0 ° O ° 0 o Q_p°cb 8o O o Oo o ti 8°1 8" pe fy' p o00oo$QDoo 0 po o ppopoO woO �jjO oO °o O V ., rad. 3" rad. O0 0 ° 00 p O QOO 000 O O O O�0 00 0 0 _ Batter 6:1 o0 0 0 0 ^' Finish grade j'6'rad. Batter 6:1 p0� O O O 0 �4 rad. (Slope var.) GUTTER PAN NOTES: 3' rad. Finish grade 0 O O° O 00 W slope varies, v c _. see utter an notes _ _____ _ - Q Slope 8.3%normal. (Slope ar.) O Oo O° 0 \ Uses.0%slopeforgutterwidthgreaterthan24". w Slatevaann o°�Q,� oo0r+ o Slope 4.0%at ramps.Vary slope as regd. for drainage. see gutter pan notes I___ O Op00 CO O W 0 o Batter 6:1 Vary where shown on plans, and allowed by jurisdiction. io Batter 6:1 EXISTING °O O O o0 0 3/4' - 0 n .• . 6" min.to 7" O BASE ROCK o O R7 O O CRUSHED ROCK ON: . •�:?. •�.•. . � � • • G 00000 O 0000 0°000 C 0000 000 CURB AND GUTTER MOUNTABLE CURB AND GUTTER 0Qj000 00 0$ 0.-(5 Y Curb, or Finish grade Finish grade Me rad Future sidewalk curb and utter 3"PVC pipe, Curb,or (Slope var.) #4 Lm 12"centers (Slope var.) PIPE ZONE 9 w '✓a" rad. thkn. (4"min.) _ _ (Fype var.) (Where req'd.) (Type Va gutter a/4"red. 4/4"rad. + Q r:4 Finish raj --------- - -- 5.0% 5.0% � (Slopegvar. _ m • • - - - - _ .__________ ! 3'dia. �:•.. BEDDING > o. •�' •�' .�j:' ! __ weep hole i.r E �:•. •-b:•,�•.! ::(. ;::, : .I•:.. •:'.'.� m Finish grade •i:. '. _ g 8" norm.,vary Farm shelf into curb when ':I '!• ' '!•a. '!':• ' - (Slope var.) 0 oas shown on r as directed ions curb and sidewalk will not ':[ •:' ?: �::•:s::•: °______ .5%, � 2"CFYPJ •;: ': #q®T n be poured at the same time Ll : '. ',:..g.;�,• : '•':: centers `~12°" 20" 20" t NOTE: • 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 2"_I I~Var. - - . . . . 40' 2. SEE STD. DRANING NO. 590 FOR BEDDING. PIPE ZONE, AND TRENCH BACKFILL LOW PROFILE VALLEY GUTTER MOUNTABLE CURB MODIFICATION FOR KEYWAY WEEP HOLE DETAIL F (Where shown on plans) (Where shown on plans, and allowedbyjurisdlction) CALC.BOOK NO. NIA----- 6ASEUNEREPORT DATE .__ 22•,LUL-2016...... Z W NOTE: All nat■rial and workmanship shall be in accordarrnwah 0 X GENERAL NOTES FOR ALL DETAILS: the current Oregon Standard specifications N 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 C urb.Vary as shown on plans or as directed. O.D.O.T standard "E"=7'. surface slope), unless otherwise shown, oras directed. Standard Drawing, while de- OREGON STANDARD DRAWINGS ° 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 ends of each driveways. 7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces. generally accepted engineer- CURBS O 3. Const. contraction joints at 15' maximum spacing, and at ends of each inlet and ramp. 8. For sidewalk details, and monolithic curb&sidewalk, see Std. Drg. RD720. ing principles and practices, Z 'E 0 4. Transitions shall be used to connect curbs of different exposures"E". 9. For drainage curbs, see Std. Dr RD701. is the sole responsibility of T-CU T P 9 9 PROJECT: 70976.002 O ("E"Is the total vertical dimension of those curb surfaces 10. For sidewalk ramp details, see Std. Erg. RD755. the user and Shou/d not be 201 5 ��11 �I) Services - having a slope of 1:1 or steeper). Minimum desirable transition length shall be 20' used without consulting a DATE RwisioN °EscRIPrKIN ASPHALT DETAILS aeanWater Se Vices DRAWN, PVR ofor each 1"difference in"E". Registered Professional En- of-N.: a sm Nort O gineer. Hms eF mNoh DRAWING N0. 600 REVISED 72-06Our commitment u clear. a7.2mc s0sm DETAILS A wxD NOTE CHECKED: TDL is Effective Date: December 1, 2016- May 31, 2017 RD700 DATE: SEPTEMBER 2017 E R DWG NO. SHEET NO. E 15 OF a ■ 34 4 a DOWNSPOUT DISCHARGEtv a c -=� ° � 6" PERF. PIPE a DOWNSPOUT DISCHARGE ° e 6" PERFLPI9 E CLASS 50 X 3 W X 4AP CLASS 50 RIPRAP d OVERFLOW L=112 SIDEWALK ° F = 3' 0.5'D X 3'W X 4'L r w - r Av 1' (0.5'D ,L) -- „ w ( ) a Wq SL=0.0% a' w SL=0.0% 55.4' 43.8' W w y w y w w y y w w w q qw w .1, w r w Y w .t- w .1 w w w 3.8, BUILDING X I 7.0' OVERFLOW y y 41 I. - 3 PBS BUILDING A ar y w �. w w w y �. 101.2' I I s---T---77---s---T---a ---c---s---71r- -7---s---7r---7---s---i---\---s-- -- ---c---¢---�r 3 Engineering + a _ ,� _ _ Environmental PLAN VIEW J R4.0' < a d SIDEWALK 314 W 15th Street a I g a Vancouver, WA 98660 1 a ^ a / 95.1 a ° 360.690.3488 w www.pbsenv.com 4' TALL FALL PROTECTION, SEE STRUCTURAL �� PLAN VIEW PROPOSED BUILDING, SEE STRUCTURAL '^PROFESS 6.7' 6" TYP. N� --- OVERFLOW, PROPOSED SIDEWALK PROPOSED BUILDING, SEE STRUCTURAL .<_ SEE NOTE 4 6" TYP. VARIES (6.2' OR 10') r- DOWNSPOUT, T °. -T OVERFLOW, SEE ARCHITECTURAL VARIES E=6" PROPOSED SIDEWALK SEE NOTE 4 0.5' _ _Q _ ( I -3.24' TO 4.14' ° --° N. all ian 8�IttO` PB ELEV. 291.40 0.25 -� hl � DOWNSPOUT, ngin - n prI E=6" c` VARIES � ! e SEE ARCHITECTURAL u=evil In�ry �V_ 1.2' TO 1.9' 1.0' . mail=tim.leav nv.com,c=U=11I-I = III II I 1I I= ELEV. 289.12 111 _ -III-III-i 18" GROWING III =- MEDIUM _I i I I--II � � _ I I_I�1=_ _ I I I=1�1=_ _ NON-WOVEN III-III-III-I I 1=III-_III-III- : , 18° GROWING III--III=III -III _ _ _ _ III III_III II 4 GEOTEXTILE, TYP. _III=III- III _III-III=III MEDIUM _- III III-I I __=1I I I i _ -_ - _ ` I I I 3" CLEAN CRUSHED ROCK I I I-III11 1111111 I I I-III-III I i I NON-WOVEN "�JJ (3/4„_1/4„) I=III=- II=III III=III=III�_I .� GEOTEXTILE, TYP. IE 289.15 3" CLEAN CRUSHED ROCK - + W (3/4„-1/4") o NOTES: O 15" CLEAN CRUSHED ROCK 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. " ' 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA (1-1/2" - 3/4 ) IE 286.87 Q �. 15" CLEAN CRUSHED ROCK Q Q HANDBOOK. O Q + NOTES: i 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, v� W sb 'a + 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. (1-1/2" - 3/4") O p EQUIPMENT STAGING, AND FOOT TRAFFIC IN 06 M p; `e 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA PROPOSED INFILTRATION AREAS PRIOR TO, DURING Z W 4 HANDBOOK. � . .�, . • � • ', AND AFTER CONSTRUCTION. -� -��- 1-111--�� 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, � + - 4. OVERFLOW: RAIN BIRD MODEL DB6R2 WITH 6" ROUND Z W -III- EQUIPMENT STAGING, AND FOOT TRAFFIC IN WATER PROOF PVC BOOT AND +. . ` , a 'e ; ATRIUM GREEN GRATE MODEL DG6RAG OR APPROVED Z Z 6" PERFORATED PIPE PROPOSED INFILTRATION AREAS PRIOR TO, DURING CLAMP OR APPROVED EQUAL _ _ - EQUAL. z Q Q J AND AFTER CONSTRUCTION. - I I-I I I I I I I- j 4. OVERFLOW: RAIN BIRD MODEL DB6R2 WITH 6" ROUND -III-III ,III ' , Z = a Q NATIVE SOIL ATRIUM GREEN GRATE MODEL DG6RAG OR APPROVED 6" PERFORATED PIPE f- EQUAL. O v� W W RETAINING WALL, SEE STRUCTURAL NATIVE SOIL ~ 0 (MONOLITHIC) Q. Q RETAINING WALL, SEE STRUCTURAL Ch _ (MONOLITHIC) � � > SECTION A-A' Q LA w SECTION A-A' _ a. 1 FLOW-THROUGH PLANTER ST-1 (2)FLOW-THROUGHp C8.2 SCALE: NONE PLANTER (ST-3) C8.2 SCALE: NONE 1.5' WIDE CURB CUT,TYP. 8" PERF. PIPE _ CLASS 50 RIPRAP, TYP. a V CLASS 50 RIPRAP L=135' Cn OVERFLOW (0.5'D X 3'W X 4'L) SL=0.0% a PARKING LOT 268 0' (0.5'D X 3'W X 4'L) +F ` + ± 1.5' WIDE CURB CUT, 136.3' A 00 A' TP 275.45 _ w w ------------------- OVERFLOW R12.0 '- - - -t� � ��- d-- -r-r= ---- ---- ------- ---�-s - - ------ -- ----------- ----------------- Ji W .L W W W y W W W W ---�--- -----------� - ---�--- W q ° s �. �° �� ° ' .� . b . a my OUTFALL ° 6" PERF. PIPE �0 q a 1 a a ° a v w w y w w W w W w w w v w , 3 O SIDI EWAL a -------- --------------- �b - -- OUTFALL K L=260' ------ -------------- {'� A / LJ U W 53.5' 72.0' SL=0.0% . :7-- tZ.. -tz„ 12" SD 12" SD- 24.5' ' I I ' �® �� PLAN VIEW C� a v SD 12.0' PARKING LOT 12.5' 12.5'\ 12.0 a / W / STANDARD CURB J W I E-6" PROPOSED \ - R2.0' 4 ASPHALT PAVEMENT O 3.0. F� R4.0' R3.5' R3.5' - - - - - - 2 a . PLAN VIEW 7.0' 1 ' /` 4�p CURB CUT FLOW LINE, TYP. q4` PROPOSED VARIES, PER PLAN 0.5' PROPOSED OVERFLOW, a 1.5' ° b ASPHALT ASPHALT SEE NOTE 4 Y PAVEMENT ? OVERFLOW PER PAVEMENT E=6 , TYP. CWS DETAIL VARIES 407 C8.6 o 1. / s ` 1.9' TO 3.4' a a g VARIES I I » NOTES: VARIES E '. -1.5' TO 2.5' - + RETAINING WALL NOTES: 1. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. 0.8' TO 1.9' :. SEE STRUCTURAL PLANS 1 OTSEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING. > RETAINING WALL, 2• GROWING MEDIUM PER CLEAN WATER SERVICES LIDA I I �__ e, , . • 0.8 HANDBOOK. = TYP. 2. GROWING MEDIUM PER CLEAN WATER SERVICES LIDA m d SEE STRUCTURAL VARIES HANDBOOK. ELEV. 286.37 TYP. 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, 2.0' TO 3.8' , _ 0.6' a 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, 1_11_ - _ EQUIPMENT STAGING, AND FOOT TRAFFIC IN , < III III _ PROPOSED INFILTRATION AREAS PRIOR TO, DURING 4. ° EQUIPMENT STAGING, AND FOOT TRAFFIC IN +� _I _ =I11=III-III -i AS PRIOR T DURING I I IIII I_'I I I=I11=1 _ AND AFTER CONSTRUCTION. ELEV. 272.91 PROPOSED INFILTRATION ARE 0 III=II-III-III _ _ _ III=III-I I -III-III-III-I AND AFTER CONSTRUCTION _ _ I- III -I I1=III-I 18" GROWING 4. OVERFLOW: RAIN BIRD MODEL DB6R2 WITH 6" ROUND _ III--III -III III ° MEDIUM _I I I_i I1 III-I _ III III III �� ATRIUM GREEN GRATE MODEL DG6RAG OR APPROVED 111- III PROPOSED SIDEWALK 1 - -III--III III --I I_I + 18" GROWING EQUAL. J __ III--II __ III III_IIII - III III-I I- _-_ MEDIUM NON-WOVEN =III=III=III =III-III-111 -_III-III--__ _ I I-.___I I I I I i 1=III=_ I I - =11 III = - - III- Z GEOTEXTILE, TYP. 0.5' TYP.TYP. 3" CLEAN CRUSHED ROCK NON-WOVEN II=111=III=III o N III-I I i-I I (3/4"-1/4' ) GEOTEXTILE, TYP. I I 0.5' TYP. 3" CLEAN CRUSHED ROCK N IE 283.95 - ,� (3/4"-1/4") d 0 21" CLEAN CRUSHED ROCK a _ ,� PROJECT: 70976.002 IE 270.66 3 a QO (1-1/2"+- 3/4") 15" CLEAN CRUSHED ROCK DRAWN: PVR (1-1/2" - 3/4") CHECKED: TDL -III III I-III-I Q I -III III-III _ 1 DATE: SEPTEMBER 2017 -1 I i III-I ;III-I V4 0 8" PERFORATED PIPE SECTION A-A' NATIVE SOIL SECTION A-A' DWG NO. SHEET NO. NATIVE SOIL V 3 INFILTRATION PLANTER ST-4 s" PERFORATED PIPE 4 INFILTRATION PLANTER ST-11 C8 .2 of C8.2 SCALE: NONE C8.2 SCALE: NONE 34 C �B LOCATE FRAME AND COVER PRE CAST WCONICAL PBS OVER LEDGE OF AT LEAST HOLES (2) SANITARY 12" IN WIDTH COVER ONLY Engineering + W MIN. BETWEEN Environmental XNOCKOUTS 1" FLAT FACE LETTERING ° (RECESSED FLUSH) VanlcowerStWATeet 98660 www pb en48 om ®am® A A SEE STD. DRAWING NO. 320 O �® 0 g1118%8PE FOR FRAME AND GRATE QCOMAXIMUM RS FROM • :d ANDARD FRAME AND COVER ORJPLAN VIEW TOP OF FlRSi STEP WATERTQIT FRAME AND COVER. ( ® ®TO TOP OF CASTING STD. DRAWING NO. 110-SA/ST ,S,,,�OR NO. 120 C U O CTM ® SET FRAME IN NON-SHRINK I y GROUT tom- B e. J_ U ® ® m,x OREGON NOTES: •) GRADE RINGS (2",4".OR 8") Q • 1 REQUIREM-CAST MANHOLE ENTS OF ASTM C-478.SECTIONS SHALL CONFORM TO THE A NON-SHRINK GROUT (1) OPEN MAXIMUM 12' SET IN9�7HS TO S•(P� ® ® �% y 09 , �EAv ' 6' FOR POURED IN '. PICKHOLE (16) 3/4" • • vua � 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY 5' "M STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". a REINFORCEMENT 3. ALL JOINTS SHALL BE SEALED 'MIH PRE FORMED GASKETS • STANDARD ECCENTRIC HOLES AS SHOWN EXPIRES: 12/31/18 FOR PRE CAST • SUCH AS KENT-SEAL NO. 2. RAM-NECK, OR AN APPROVED 38' CONE PLAN VIEW COVER BACK SANITARY EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. 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 DETAILsee A MAx. iO 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPSGNO SEE 24 3/4" DIA. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. 570 DRAWING N0. 100 :' 4 x x 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) A MANHOLE SECTION MANHOLE WAIL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE 1'-4) 2 ON THE INSIDE FACE OF THE MANHOLE. ' e 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 1/4" 7 7/8 r I < LU 6. 4 I 4' MAXIMUM CLEAR OF PIPE WALL. • + 27" p T 9. THIS DETAIL UMITED TO MAXIMUM INTERIOR DROP OF 24" 25" 0 la' SUMP FOR SANITARY CONNECTION AND 48" FOR STORMTT +. • CONNECTION. 5' MINIMUM L 1" rn rn W W • 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 2 7/8" '^ dCOVER SHALL BE USED IN ALL EASEMENT AND OFF 11 6" SO 3' 7' \/+ •' ,' ' . Ilasses- STREET AREAS. 11 28' v 411"MIN. 7 1/2" SQ. - + SECTION A-A MINIMUM 12" LEDGE PICKHOLE DETAIL 3' 3" SECTION B-B ' (ONE REWIRED) 22 1/2" DIA. .I 1'/FT. SLOPE TYP. 2' MIN. FROM TOP OF06 M NOTES: ) PIPE TO MANHOLE 23" I 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SECTION SECTION VIEW I ' 24-1/2" I Z W 2. INSTALL STRUCTURE ON MIN. OF 8' OF �"-0'• COMPACTED BASE MATERIAL. PIPE F I 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 31" WIRE MEETING ASTM A497. °• • O.D. Z 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP , OF 2" TO 4". 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER = APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. •-+;•t°'.`l: '=•L •..�.p . .38• MINIMUM CONCRETE 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN SMOOTH FINISH CHANNEL TO NOTES: L Q 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE. 3/4 VERTICAL HEIGHT OF PIPE • °"'�t:,rx�",�i•��`.:: r F 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS �w 7. PRE-CAST STRUCTURE'S CONFORMING TO O.O.O.T. TYPE G-2 CATCH BASIN INLET ARE AN • °,"F."'r':''.`•'••:T•'. ''^+•,=-,•L^�:>:.:_ I O yE ` t;a. '•rIr SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.W.S. 12' MINIMUM aF "-0" COMPAC7ID�+-, - "`•"•'• 72 MINIMUM •;,,�A. = STANDARDS AS SHOWN ON DETAIL #320) BASE MATERIAL '+:•s- -r.: 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. W 4. NOTCH LID FOR LIFTING HOOK. A � < Q AREA DRAIN STORM WATER SUBURBAN AND STANDARD Ch W STANDARD MANHOLE MANHOLE FRAME AND COVER Q � W TYPE 11 C1eanWate»�Services dean% r Services M A N H 0 LE LID aeanWaO Services aeari" er Services T DRAWING NO. 380 REVISED 12-06 our commitment is clear. DRAWING NO. 010 REVISED 02-03 Our commitment is clear. DRAWING NO. 120 REVISED 12-06 Our commitment it clear. DRAWING NO. 110 SANITARY REVISED 12-06 Our commitment In clear. IIesesse2 LL � c Ile- V+ 3/4" SQRd A 7 Z, A A B B VARIES CLASS "Br' CLASS "A" 18" MIN, DIAMETER BEEHIVE STYLE �'i SIDEWALK DRAINAGE STANDARD CAST IRON NON_SHRINK GROUT pOUAE OVERFLOW PER DETAIL NO. 405 407 NOTCH.FRAME AND COVER / CI❑DRAWING NO. 510 V + MINIMUM 4' OF 8" . .. STANDARD MANHOLE Q .PERFORATED DRAIN PIPE y „ a . a 4 DIAMETER CUT OUTS. MINIMUM 3 CUT OUTS PER INLET STRUCTURE TYP. GRADE RING - S W ` a r / " - /2' SPLASH 4 MOUND EXCESS NATIVE MATERIAL Q 13L • 13 p w r . .., . r 4-1 2 2-1 , SURFACE RESTORATION OVER TRENCH TO ALLOW o W r ROCK. 6" MIN. AROUND AS SPECIFIED FOR SETTLEMENT a ❑ ,❑., ❑ ❑ STRUCTURE. TYP. ' U FINISHGRADE TOP SOIL.°e o '°'fY••"•"' J •.°°': ° CHECK DAM. AS ••?�ti:°•: 4 '•• d d NECESSARY. (SEE NOTE 3) A,;Iti 1, .• . 12" NATIVE +'°•• • ° WATERTIGHT PIPE PLUG / , o d 7 8' O w c - s; s IF TOP SOIL EXISTED «•• = WITH STOPS -1 "-.••{ 3:zz } 95% COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. U a a° �'L:• �� _ ° MODIFIED 03-30. FLOW MODIFIED CG-30. " 4 ° • W SUIRFACE� O °° - '• p _ SEE DETAIL 403 • SEE DETAIL 403 FLO - s • UNDISTURBED Y ip;ap•`• PROVIDE 3/4"-0 FOR A 6" SECTION B-B oma. 72 • NATIVE EARTH 2" MIN. CLEARANCE MINIMUM OF 6' AROUND �L UNDISTURBED 90% COMPACTION Z ' BELOW 48"OF Q ••Tv°' CLEANOUT A� WIDTH PER 30" MIN EARTH SURFACE MATERIAL JURISDICTION 6• TREATMENT 6" 4" EXPOSED MIN. Z ° < MIN. AREA--�-�� SIDEWALK DRAINAGE NOTCH • •. ' •d' °.° 18 . •: .a°o '^�.:• e. ° • 18MA% DEPTH VARIES •3/4'�e Q.0 2 �• 1' MIN. OVERLAP ��L'•' "• ' SECTION A-A 4.. 4" MIN POND DEPTH WITH 2" COMPOST MULCH 60" • Fes.�t� 18" MIN. GROWING MEDIUM '•'4a, _ •�` '' ° 6" T 11= / 3" DEEP (3/4" - 1/4") CLEAN CRUSHED i f . .t�•:[v"••i • °• + U DRAIN ROCK M•• J"... , " w .'•°• 1. NOTES: HEAD BOLTS ° / / //��/i \ DRAIN ROCK - 3 4" CLEAN CRUSHED / ROCK I �/.• ' "• , o _ (1-1/2- / ) 3 4"-0 CRUSHED ti•• •• 1 i .• . . ° 1/2 PIPE p ' `t°• • • '• O.D. PLUS 6" 1' LONG RECESSED. PIPE ZONE , • • " J PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 '•:• .n' s ° 2 ALL PERMANENT CLEANOUT$ ..• . °..;;,,.�j':• 4°P• a••Tr: .-,. '' ° To HAVE BOLT DOWN COVERS. SECTION A-A • .•• :. m a - a-•.°r• "•P D' ^� 3. MATERIAL SHALL BE GRAY • a P �• E a'.: . :<° CAST-IRON. ASTM A-48, E o °e �Ti✓ ° O� ooIQyIO1° a CLASS 30. / O° B 0 0 / ° a 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED PIPE BEDDING e ep� o q,p 0 0 0 r �'a FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. pip$ 32°0 g"e..0� O 0 0 o B 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW IItl °"O 0 0 0 ° -.o. ° • C�.•'s o !? v ; e. TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. e 0 e o 0 0 `" ""b� "'° °°- a' -d • ="'''; 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED Q' ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. I TRENCH STABILIZATION: 3 5. SIDEWALK CJRB 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' BOTTOM OF WYE SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPERATELY 3/4"-0 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQJIRED ON PROJECT PLANS PER AND PLACED PRIOR TO PLACEMENT Q FOR PLASTIC PIPE 3/4"-0 ROAD AUTHORITY OR AGENCY. OF BEDDING MATERIAL. Z 0 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SLI AT 2 1/2" ABOVE SUBGRADE. X, PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER N NOTE: DETAIL 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE JURISDICTION IN WRITING. ALL COMPACTTION REQUIREMENTS PER 9. ACTUAL ELEVATIONS AND DIMENSIONS 70 BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS, AASHTO T-99 AND ODOT/APWA SPEC 00405. m ° 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. a 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. 0 N MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. z STREET SIDE LIDA TRENCH BACKFILL PROJECT: 70976.002 CLEANOUT FRAME PLANTER WITH STREET LIDA " STANDARD CLEANOUT AND COVER PARKING HANDBOOK CleanWater Services DETAILS C1eanWaber Services DRAWN: PVR CHECKED: TDL Clean%% Services REVISED 12-06 Our commitment to clear. REVISED 04-16 REVISED 12-06 commitment i.clear. DRAWING NO. 510 DRAWING N0. 795.2 DRAWING NO. 590 vOur commitment is clear. e DRAWING N0. 500 REVISED 12-06 DATE: SEPTEMBER 2017 DWG NO. SHEET NO. 19 C8 . 5 OF 34 B� OVERFLOW STRUCTURE INLET STRUCTURE ANHOLE LID AS APPROVED PBS • » » » » » , e 18" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE NOTES: . IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR A 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET Engineering + ' - » • » a » ♦ » ♦ a GRATE, OR APPROVED APPROVED EQUAL CONFORM TO THE REQUIREMENTS OF o " " ` •' ` ` ' » EQUAL 6" 6. ASTM C-433. Environmental .-� 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP °Lit Q-•'a Y I1Y DISSIPATION PAD •' < ° A TOP OF DRAIN TO THE REQUIREMENTS OF ASTM C-478 m ; AND APPLICABLE PROVISIONS OF STANDARD 314 W 15th Street A (4-1/2' - 2-1/2" a w A BASIN ABOVE �4• -- _i (OPTIONAL) SPLASH ROCK) o ., AFACE FACE OF CURBMANHOLE, DRAWINGN0. 010. VCIFICOUVef, WA 9B66O . GRADE FOR 4� www.pbsenv.com \,PONDING, PER ' I I 3. CENTER OPENING fLATOP REQUIRED.-, DESIGN a . IBACK OF CURB: 360:690.3488 n _ 84" DIA. e ° y CURB INLET 25• g711%818PE' A p - yy ++ OPENING 30" - �CONTRACTION• JOINTS -� LDED 'I EXP2ANSIONM DINT8" 'y 42. 3: A FILLER (TYP.) y . B LAP SPLICE #3 REBAR. �, y '1' � y y y `�U� ®, - � BOTTOM FACE OF GUTTER 48' � OREGON O* MINIMUM 12" OVERLAP y yy r �1F3?'-y �' G� )_ 09 ti� /� SEE NOTE 2 6" MIN y y y � y I / PLAN VIEW RUBBER GASKET L E Av SPLASH PAD RUBBER GASKET FLAT TOP y y �" FACE OF REINFORCEMENT 3" MIN •(O OJS �+ '� y y y CURB OR EXPIRES: 12/31/18 ��A9gtA4 STANDARD MANHOLE FLAT TOP 17T 58" DIA. p J `' �VaF ,tpa °o •t�i4 y y .v y y PAVING 33- `- 1/4' PER FT. SLOPE - ` .r REINFORCEMENT O�� A-r ..,. : OUTLET TO ' " • x s 3' MIN t- I- " +' y ' •L' yi SWALE/PLANTER AND 36" (f6 BAR AROUND OUTSIDE OF OPENING GROWING ENERGY I T IIMEDIUM W #6 DIAGONALS BOTH SIDES OF OPENING W �' + DISSIPATOR SPLASH PAD - 1 v k • y o °r , / 30" #6 6O,C. BOTH WAYS 6" MINIMALLY y y DISTURBED HOKER ` NATIVE SOIL SHELF COURSE 4" DIAMETER CUT '•�' Q y y OUTS. MIN 3 PER !�.• 25' /A 6' MIN DRAIN ' STRUCTURE. SECTION A-A � W 18" MIN DIAMETER DRAIN SPLASH ROCK PERSPECTIVE VIEW ROCK 18" MIN DIAMETER DRAIN BASIN, NYLOPLAST OR AROUND i�fON-SNOUT IV DIAMETER WEEP APPROVED EQUAL. BASIN, NYLOPLAST OR STRUCTURE SHOWING DEPRESSED +e' HOLES 8" ON NON SUMPED APPROVED EQUAL. 18" ? CENTER SPACING. MIN SUMP REQUIRED. GUTTER AT CURB INLET SEE NOTE 1 3' MIN TREATMENT AREA 30 MIL LINER SECTION B-B W SECTION A-A NOTES ----_ 1 PIPE PER PLAN W W 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE NOTES: 8' MINIMUM CONCRETE SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. 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 Z 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18" NOTES GALVANIZED AFTER FABRICATION. MINIMUM ' 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. J 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" OFCOMPACTED BASE Z ROCK O rL BV/ 2 � CONCRETE CHECK DAM LIDA OVERFLOW/INLET LIDA \ MODIFIED CG-30 INLET LIDA F- OC W STRUCTURE WITH SUMP a Q 0 H A N D B 0 0 K C1eanWateT Services H A N D B O O K C1eanWaber Services HANDBOOK C1eanWatet Services DRAWING NO. 406 04-16 DRAWING NO. 407 06-16 DRAWING NO. 403 REVISED 05-16 SHALLOW FLAT TOP Q LO MANHOLE (1eanWater Services = v) .�yy �'A� DRAWING NO. 040 REVISED 02-03 Our commitment it clear. 132 LoWlmpactDevelopinentApprpazhsrsHandbook ('�EanWuler`'serYices CI®nRikr Savior Low 133 a�ecifD�S�services LowlmpactDeveioprnertApproachesHarldbook 1�� Q r NN r LL 'Q'nn V B� Ills- NOTES: NOTES: 1. ALL JOINTS AND U13SER GASKETS CONFORM TO THERREQUREMEN OF HALL RUBBER GASKET 9 ASTM MANHOLE FLAT TOP 2. ALL MANHOLE SECTIONS SHALL CONFORM z SEE STD. DRAWING N0. 400 TO THE REQUIREMENTS OF ASTM C-478 FOR FRAME AND GRATE AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) Z 17- A A MANHOLE, DRAWING NO. 010. O A 3. STEPS REQUIRED ON FLAT TOP MANHOLES NOTES: DEEPER THAN 48". C e 1. Mr'FtFWALLSHALLHAWOM ATI2•SPAONGEACHWAY. J N C 2 PRE AST BA FESH LLeE NEYED JD FO ED roP ME. 64" DIA. �l JOIM 9ETWEEN(%e1GRETE BAFFLE WO MWNOLE WALL BFHLI BE YMTERrGHr. LOW 03. UPI£RFLOWOMF1fEBIWLLe MINUM,ALUMIN=09B LORDALVAN® 21 - I STEEL.eALYWIIE°$IEEl eHNL1UVE niFATYEHI I. ISI � 1 ��M 0. FIWIEAIOLADOERDRBFEPBMETOBEOfFBEf�T1UP.81EMRATE CSM BBIIM WY UVINBLf FAG.1 TIE TCP:CLIY6UOWNAPACE I$CLFM CF WSFRAID MTF'FliN,£IB CLEW OF WMl S. LIULTHJMFICELSPOWBBNWIBE AS IPTiCIP FD TTHE CNERACT.O FNG IS O Gmlead 8. RESRBCIORNDBIWORLArG miO FM OPIRES9FECIFIEOIN T{BE ldrr CONTRACT. PETWEEN THE ORI ROU LhM AND DONCR=PRENE GAS NET SHALL BENBrALED SEI_ TE Z A e.o-trm PbeWN BH EP ESI BE MA EfO ALUMINUM OPRO DE A WATEATM SEAL dBwBaC T. SHEWOAASTIMeEEN/PEOFALUYINU[AaTMANAI.A3830.J"fANDLEMY1WOAle1100B, 101.11Ar10N (Nieto BpadAed) r IN Bit CASTIRONNACW WAS WITNASD. EI8,CUSS INC RGILWOLE RQ BE 8000 RDE RHDLLON A llellKi WIIHA°IVBTAEIE Igpc W RE°LIME°.NEOPRENE Ii;B6ERDASxET RE W]111REll YFTNEEM IiISFF MANGEN6nANDEWDQATEfLANGE.MATIE SURFACES DFLD WDBOGY SHALL SE MA(YIIHFD FOR mOPEN fR. 48' ELBOW DETAIL EwI IExnxWMO NIWB ._vAYETExelimL LNMD p � B. BHEM 64TE MV(IMIM OPENING eWLL1 BE CONiNOLLID BY LMRED HINGE MDVB.EIR.BTOPTAB o cesolaoT m°sv , PLAN O A FA U E BNEAR64 E8OE816N8 AREAP AB E IF MA ERLLL BPEOFlUT ONBARE MET W D f W E RUBBER GASKET BOLT PArTFAN MATCHFa. � 1M MANHOLE CERTIFlGTION REQUIRED FOR TWMG LEADING. • , RUBBER GASKET FLAT TOP � FLOW CONTROL FINISH GRADE l MAX 30' '"� REINFORCEMENT Ta•'nNss'e�"I°°° > .V FLOW INVERT V N stael Plate \ 0 ODnre ADiameter Of 9nEoTA in.) 60 Q O V OR r STANDARD MANHOLE FLAT TOP 1 1 A (�TB°18I �'HmBwanBobrBBB n 268.53 58" DIA, v L EwwnM^n aoro• i;i 2-21 � • 60" REINFORCEMENT a Ij•EnDemnEMY 268.53 •, 2" MIN. 2• MIN. 4•' p ' MAXIMUM e IPS DII n. 1 0" TT PLANT r W Number Of Orlflce ••V #6 BAR AROUND OUTSIDE OF OPENING N 18" r FOR POURED IN ; 21' #6 DIAGONALS BOTH SIDES OF OPENING O O Orifoa A Elevation 6 MAX. '0 Puce MAX. #6 6" O.C. BOTH WAYS RE3TRICTOR PLATE,DRIFICE'A` lam r Ice n. 1 5" _ 5• vl N •� RONFLUKMENT V r 7 FOR PRE CAST \ , I�T�' Drifts B Elevation N U •• ,' 1YenIwM RDM PFtl CO.a I Mme r OB n. a ►'. 18' !!!!!! 25" Wb Lc&.N Bain:Mrked'ORNN• .,; Or ce C ElevetlDn _ �u •p• SUMP p O 18" UMP Lr i 5 C EsNsafflon r Ir Ya me r LH n m O . . i� �• X (O Bhnr Deb s�D-eDW OFTWL •"• •` • - 0 < • ulx Overflow Elevation d •'�" :9'd`f ;e.a';� 277.35 s. 6' : :•';a.e•. .•a.C� ,b. . d m Lql Ftrlde Grew C Elwmthn 50 m O B'Shwr Gala (When BpeaTiedl Rim FJevatiDn n N -- m See DelSl DABoe B Elevation ser iamB r n. _ O E N (WMn 5pedbd) o -+•� 6" 24" 6"�-+- -�-I 6" 27 3/8" , • 6'�--� I I'rxhmp° N 8es P1en Md PmfllLe Ad1Leiffile Lan 9 Z WHook VAS,Lent SECTION A-A SECTION B-B r +. y Saw ry rtOj F.L.IN F.L.OUT I,Rod Or Tu61ry sn's e j m NOTES: 3 a 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. (� } CrIIlw A Elevation LIFT HANDLE DETAIL 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0° COMPACTED BASE MATERIAL. F ° F� RemlmrPuts Carol•A• 12°b"'r°rte° .Cx (Sae Tme And Detain eeMe Well < 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED c i r �' SIDE Z o WIRE MEETING ASTM A497 �l X P erel Lha MAXIMUM OPENING SECTION l•]-B Un Wndb rn Albd,�,l OF GATE DETAIL j 19 b 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND SECTION A-A ELEVATION W SLUMP OF 2" TO 4". OI FLOW CONTROL STRUCTURE DETAIL FRONT SHEAR GATE 0 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH T Nrs AS MANUFACTURED BY KENNEDYVALVE OR EQUAL r INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. 2B-2 O S STANDARDS AS SHOWN ON DETAIL #400 ^ Z LL w ti PROJECT: 70976.002 3 n DRAWN: PVR FLAT TOP MANHOLE DITCH INLET x Tey aeanWa0 Services CD aeanWatler Services DRAWING NO. 050 REVISED 02-03 Our commitment is clear. v' CHECKED: TDL Our commitment is clear. 9 DRAWING NO. 390 REVISED 05-07 DATE: SEPTEMBER 2017 r- J E 1 1 1 1 DWG NO. SHEET NO. U 20 C8.6 OF 34 HYDRANT BEHIND CURBTIGHT SIDEWALK 1�kj�x FINISHED GRADESTREET 510E 14'-1E�' CUSTOMER SID18" MIN 24" MAX 2 7 4-5 WITH 046 MEGALUG , . K GE REFN R GLANDS Engineering + i NE TEE ti .' R A FLA t' 1'-0" 4• GATE VALVE FLG O. a4" MIN. 1s" MINS E3" MINK ^ s-a" MIN MIN °" Environmental 12" MAX. r MIN LININ" 4` DIP (EYP)/\\/\\ 6 MAX 314 W 15th Street 7.'. ' \ - - Vancouver, WA 98660 / z' o' o 360.690.3488 www.pbsenv.com \ .• F • B Q MJ •(TEE EYP) GATE VALVE MJ g711%88PE_ %1' STRADETAIL 200K PER\ C "-f.d- ,:- D D (EYP) 4` SPOOL FLG xPE 10 Fi LG C ; H �; G 6" CLASS 52 DI PIPE x"PEPS .-- N C> )C7>I SUMP PUMP OR DRAIN PROFILE VIEW `G TABLE 1 ' / PLAN PER DETAIL 310 OREGON ) ).�_ E � / j UTILITY VAULT 676-WA-TVWD WITH SYRACUSE � DO D BRANCH THRUST BLOCK r- F CHD-11AL OR BILCO JD-3AL DOOR AND A �� y 09 . PIPE DIA BEARING AREA yJ c �, LADDER (IN) (SF) SEALED WITH(CRYSTAL 1. EXTERIOR APPROVED E Av` BE `<S FINISHED GRADE TO DETAIL WITH SEE NOTE 1. EXTERIOR TO D 4 1.3 )s ' MY . yT SLOPE AWAY FROM EQUAL. EXPIRES: 12/31/18 :.. s 26 �- HYDRANT IN PLANTS R STRIP VAULT LID DRAIN TO CURB ;..:; MIN M MAX E 8 5.0 I 24 MAX 12 11.3 C. I BREAK FLANGE 18" MIN 3" MIN 4'_i" TO [I __ KEYNOTES: >�i � � \�, a'-9' H VALVE CAN A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK / / ✓j /' i/;i / ij i /j,j� r 6" MAX f PER OF 3 SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY �a� f 1 DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) KEYNOTES: T-z' 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 , i , �zN I _ 611 LU TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS amwCONCRETE BALLAST CHECK VALVE W BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. SEE NOTE No z 1 IIII- C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK AC OR CONCRETE KEYNOTES: D. LINE-SIZE GATE VALVE (FLG X MJ). PAVEMENT PAD. FOR CONCRETE USE #4 REBAR STEEL REINFORCEMENT OVER 4" A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP 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. FOLLOWER. ALL JOINTS IN �/ EDGE OF PAD. PAD SHALL BE CENTERED AROUND VALVE BOX. HYDRANT ASSEMBLY SHALL BE y \ �' /fir' SUMP PUMP OR DRAIN W 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" 4-0 Cc COMPACTED ELEVATION 3 a G CRUSHED ROCK GENERAL NOTES: 3 a o CRUSHED ROCK / - 1- BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM VALVE WITH 3 LAYERS OF 8 MIL " / COMPACTED FOR DRAINAGE FINISHED GRADE. SEE DETAIL No. 5. POLYETHYLENE PRIOR TO E. 12 X12" CONCRETE PIER BLOCK Z TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE ON UNDISTURBED NATIVE SOIL.. SADDLE WILL BE INSTALLED. E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. BZ W EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 Z > 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. C. TEE. NEW CONSTRUCTION TEE F. DRAIN ROCK POCKET. 4 CUBIC NOSES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NDN SHRINK GROUT. LL 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 Q J SHALL BE MJ X MJ X FLG. AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS. FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND = W CONNECTIONS TO EXISTING MAINS 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL. sueMlT ALTERNATES FOR APPROVAL. 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR LARGER SHALL BE MJ BUTTERFLY VALVES. G. MAINTAIN MINIMUM CLEAR SPACE a. PAINT INTERIOR WALLS AND LID BorroM WHITE `L SHALL BE TAPPING TEE PER 5. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT. OF A r O PRIOR TO TAPPING. G. 2" SQUARE OPERATING NUT. DETAIL No. 8. THRUST BLOCK IN ALL DIRECTIONS PER DETAIL No. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR Q 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 Valley Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Water Distract DESIGNED:SEH DATE 6/5/2013 Tualatin Valley Water District FIRE HYDRANT DATE: 6/5/2013 Tualatin Valley Water District 4" METER DATE 615'2013 � to DESIGNED' PDB DESIGNED:PDB �� DETAIL tr TYPICAL VALVE DETAIL -� DETAIL _ r T DETAIL r\ 2w 5 APPROVED:MFK TAPPING SADDLE (\ �/► APPROVED: SLD (\ '�^ � APPROVED: MFK STANDARD r\ �� APPROVED: MFK ��JSTALL_AT ON 1850 SW 170th Ave. Beaverton,OR 97006 8 1550 SW 170th Ave. Beaverton, OR 97006 SETTING 3 1850 SW 170th Ave. Beaverton,OR 97006 INSTALLATION 101 1850 SW 170th Ave. Beaverton,OR 97006 7040 (503)642-1511 www.tvwd.org SCALE:NONE (.503)642-1511 www.tvwL1 oT6 SCALE: NONE p CONTRACTOR p T .��, (503)642-1511 www_tvwd.org SCALE: NONE SCALE:NONE BY CO NTI AAO I O (503)642-1511 www.tvwd_org N� r ILL V STRADDLE BLOCK A B " STRADDLE BLOCK TO TUALATN VALLEY WATER ro LOCAL PLUMBING PER DETAIL 200 (TYP) TUAunN VALLEY WATER TO LOCAL PLUMBING T/ 1+-36" MAX 4" MAX 1'-3Y2 PER DETAIL 200(EYP) D151PoCT$TNRlARDS CODE STANDARDS DISTRICT STANDARDS CODE STANDARDS DISTRICT APPROVED RETAINER GLAND BACKFLOW DEVICE RETAINER GLAND OSiPoCT APPROVED EXTEND OUIRON RPE NOTE 3 5'YIN, WTT OF OF VAULT TO EUCKROW DEVICE _ PROTECT FROM BREAKING 1•- _ _ CUSTOMER SIDE PE ME LOW PE to ----- i DDE ro VAULT SETTLEMENT. �fr� 1 r --- NOTE J FLANGE CWRJNG ADAPTOR II II METER SIDE 4SEE 10y4" FLOW awW C SR I FLANGE COUPLING ADAPTOR I I MINB �{ -i I -1B' I T EXTEND DUCTILE NON PIPE _ 1 11 I GPWMAL FIRE DEPARTMENT MIN A 5'MIN. OUT OF VAULT TO tPLANI y I I CONNECTION. CONTACT LOCAL FIFE fl �OT7�FROM " "E MARSHALL DUE OVAULT SETTLEMENT „I I tl I LADDER MEETING OSHA 1 TH/ Jl REQUIREMENTS ( 7- III �-•1 J SEE DETAIL 300 AND `-----------------Y+r-`-� LADDER MEETING OSHA SR:CNFICATIONS REQUIREMENTS `---__ CARSON METER BOX L SERIES 1419 PLAN j.a�ALTERNATE FIX LOCATION SPECT CAnO3NSS DO µD F (OR EQUAL) qVI-0 DOUBLE CHECK VALVE ASSEMBLY PLAN E O NN N CUES OR GROUND LINE N TO CURB Qi ///^�^�\\ (ROUND UNE J•MIN B• MAX DAYLIGHT 3• MIN 8• MAX _ DAYLIGHT , V2 ) --- --- n 0 6• r r NM 3' YIN t1 N 1419-6X I CLEARANCE ON III DLEARINQ ON I1 I OPEIIm Q= 11 "DILATION BALL VALVE I OPENED DSGY it ISOLATION BALL VALVE R VALVE VALVE II g NOTE 5 �� R SEE NOTE 5 I� \ 1" DOUBLE CHECK VALVE 24" MIN ;i ''•F ASSEMBLY ' II FLANGE C ADAPTOR I I Nl1E CHECK VALVE INLINE CHHECKECK VALVE S 18 1" UNION EACH SIDE 141e 18 11IT 0 0 0 12" 1� o 0 o SCREEN Q NNNo BALLAST MIN �j - CON 19` f KEYNOTES: o N ham?"11A� MIN ��-� A. FINISHED GRADE. IF OUTSIDE THE PAVED AREA PROVIDE 24" SQUARE BY 4" >_ m 6' MIN. 15" s�xr-.Ee In o. MIN `-SnaN ra osr� T GR 15" ORAIN TO DAYLIGHT OR THICK AC PAVEMENT OR CONCRETE PAD OVER 4" COMPACTED 1"-0" CRUSHED =RVVDE tj3-HORffFC'Y,"R PROVIDE 1/>-HOFNSFPOWEA E u II STo-;FC[! S?EEi C''M: 0' MIN STAINLESS STEEL SUMP cUMP. ROCK. PAD SHALL BE CENTERED AROUND VALVE BOX. U SE` DETA' 3'0 AHL /{y� U SEE DETAIL 310 AND 320 FOR 0 6" MIN. SUMF ;XTASLS Y �+ 11 SUMPDETAIM B. 2' BRASS PLUG HAND-TIGHT. ELEVATION D C. 2" ADAPTER. COPPER SWEAT TO FIPT. ELEVATION D. VALVE BOX ASSEMBLY PER DETAIL 3 AND 5. ELEVATION E. 2" TYPE K RIGID COPPER TUBING OR THREADED BRASS PIPING. CRUSHED ROCK BASE UTILITY UTILITY BILCO F. LINE SIZE GATE VALVE. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE. SIZE VAULT • VAULT DOOR • UTILITY BILCO NOTES: G. RESTRAIN JOINTS PER DETAIL 21. WITH FOC w o FDIC NOTES: SIZE VAULT • DOOR • H. 2" ELL COPPER SLIP OR THREADED BRASS. NOTE: 2x` 575-LA 575-LA JD-3AL CONTRACTOR TO SEAL AL OPENINGS IN VAULT WITH 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT I. 8"XS" CONCRETE PIER BLOCK ON NATIVE SOIL. < INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF 3 577-WA 577-WA J-5AL NDN SHRINK GROUT 3 660-WA J-5AL 2 CONTRACTOR TO INSTAL CONCRETE BALLAST 3 CU. W 2 CONTRACTOR ro INSTALL CONCRETE BALLAST J W Y05 MIN AROUND BASF OF VAULT WHERE FLOODING J. 2" ADAPTER. COPPER SWEAT OR THREADED BRASS TO MIPT. Z o DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 4 577-WA 577-WA J-5AL YDS MN AROUND BASE OF VAULT WHERE FLOODING 4 577-WA J-5AL OR HIGH (ROUND WATER EXIST 4 OR HIGH GROUND WATER! msr 6 676-WA J-5AL J. CLEARANCE BETWEEN WALL AND DEVICE a INN., K. MJ CAP WITH OFFSET 2" PLUG AT BOTTOM. 1n x ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED 6 676-WA 676-WA J-5AL 3 CLEARANCE BETWEEN WALL AND DEVICE Er YIN., 12 T2' MAX, EXCEPT B' MIN. B MAX FON BBO-WA VAULT w IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). 8 687-WA 687-WA JD-3AL MAX• EXCEPT B•INN, G• MAX FON 060-WA VAULT 8 687-WA JD-3AL 4. THRUST BLOCK 1'-O• MIN THICKNESS m IF ADEQUATE FREEZE PROTECTION IS PROVIDED. THE 24" MIN CLEARANCE MAY 8E REDUCED. 106 +. DETECTOR METER TO READ IN CUBIC FEET GENERAL NOTE: 0 10 5 -LA 5106-LA JD-3AL 10 5106-LA I JD-3AL I S. FOR USE ON FIRE SERVICE UNE. FOR DOMESTIC "OR EQUAL" APPROVED TTI DISTRICT ENGINEER SERVICE SEF DETAIL BF 101. 1. APPLICABLE TO DEAD END MAINS, 10" AND SMALLER, WHICH WILL BE EXTENDED • OCR EQUAL APPROVED BY DISTRICT ETlRNEQt IN THE FUTURE. EXTEND MAIN AS CLOSE AS PRACTICABLE TO END OF STREET. o 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 DATE: 6/1/2012 Tualatin Valley Water District DESIGNED PDB PHASE BREAK END DATE: 6/1/2012 Z Y EE Y DOUBLE CHECK Y 1 DOUBLE CHECK DETAIL `�� DETAIL �: �` �' DOUBLE CHECK DETAIL -�,> FOR FUTURE DETAIL PROJECT: 70976.00 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 B F 2 0 0 1850 SW 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY BF 100 1850 SW 170th Ave. Beaverton,OR 97006 202 (503)642-1511 www.wwd.org SCALE NONE (503)642-1511 www.tvwd.org SCALE:NONE ASSEMBLY (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE:NONE 4"-8" MAINLINE CHECKED: TDL U e r DATE: SEPTEMBER 2017 8 DWG NO. SHEET NO. 21 9C8■ " OF `6 34 5 PBS Engineering + Environmental > 36" 72' 314 W 15th Street CLASS A NATIVE BACKFILL I CLASS B GRANULAR BACKFILL A Vancouver, WA 98660 B STRAP/SLING _ i � 360.690.3488 @/—PIPE WRAP/ O #4 REBAR AT 12" O.C. MAX www.pbsenv.com PE ENCASEMENT AC PAVEMENT REPLACEMENT. SEE NOTE 4. EACH WAY (TYPICAL) .. �p PROFF MOUND EXCESS MATERIAL TO AOW 6" MIN. SEE NOTE 4. 3" MIN CLEAR �� G I N f ss/O FOR SETTLEMENT. Ci7Ai UT CLEAN EDGE FOR TYPICAL-ALL BARS t � 711AR p6" CLASS "B" � / J/J / J/�//�/i�J//�J// �/�J/�Jji� SHALL RESTORE ALL LAC PAVEMENT REPLACEMENT. ( )BACKFILL TO PRE-EXISTING DC SAND SEAL JOINT. IEXI z XISTING GRw 3 AC PAVEMENT %ROEGONI�p In 12" MIN. EOD9NOM. PIP ROADWAY BASE 12" MIN. A� CLASS "A" ! ` F EXPIRES: 12/31/18 ` NATIVE i i f CLASS "B" 3/4"-0" SECTION O E ( : BACKFILL I CRUSHED ROCK O GRANULAR BACKFILL K —moi If 2' \<.PIPE 12., ��A� J ' J" ZONE \ ? PIPE IOP MEGALUGS (2) REQUIRED NO JOINTS ALLOWED H i / I CLASS 3500 r '+;:.;:'. V! TWO LAYERS=OFTAPE WRAPPED \�� i 6" PIPE BASE CONCRETE ALL THE WAY AROUND 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS 6" /�� -/ � _- � L w< �•- YP. TTYP. --- I \/ — SHOWN. oA. FINISHED GRADE. PROVIDE 4" THICK AC PAVEMENT OR CONCRETE PAD CENTERED 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE 24" MIN. 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, 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL OF 6" BEYOND ALL SIDES OF VALVE BOXES. v 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT COMPACTED TO 95% OF AASHTO T-99. 12� I �, `•. B. 2" BRASS PLUG HAND-TIGHT. TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF :' :. REBAR 12C. 2" ADAPTER. COPPER SWEAT TO FIPT. co� CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND EACH " O.C. Z EACH WAY (TYPICAL) D. VALVE BOX ASSEMBLY PER DETAILS 3 AND 5. FOR CLARITY) REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO18' POUR CONCRETE AGAINST E. 2" TYPE K RIGID COPPER TUBING OR THREADED BRASS PIPING. Z W T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). NO DIGGING WITHIN 10' �,,, 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 SLIP. Q J AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. PLAN I. 8"X8" CONCRETE PIER BLOCK ON NATIVE SOIL. _ LU - - 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN Z Q Q PLACE AS SHOWN. 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE J. 2" ADAPTER. COPPER SWEAT TO NOTE K. MJ CAP WITH OFFSET 2" PLUG AT BO BOTTOM. O 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE JURISDICTIONAL REQUIREMENTS. L. 2" X 12" BRASS NIPPLE. (3)CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER WATER MAINS �... (0 W 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 w DATE:9/15/2015 JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 1. APPLICABLE TO DEAD END MAINS, B" AND SMALLER, WHICH WILL NOT BE EXTENDED. Tualatin Valley Water District DESIGNED:SEA PE BAG INSTALL DETAIL Tualatin Valle Water District DESIGNED:PDB DATE:6/1/2012 Tualatin Valley Water District DESIGNED:PDB DATE:6/1!2012 Tualatin Valley Water District DESIGNED:PDB 2" STANDARD DATE:6/1/2012 (n APPROVED:SLD MODIFIED DIPRA WET Y — — STRADDLE DETAIL — BLOWOFF DETAIL Q TYPICAL TRENCHLn 1850 SW 170th Ave. Beaverton,OR 97003 2 ( — DETAIL �� APPROVED:MFK (� ^ APPROVED:MFK (503)848-3000 Ww .Ivwd.org SCALE:NONE TRENCH METHOD \ �^ � APPROVEO:MFK BACKFILL BLOCK 1850 SW 170th Ave. Beaverton,OR 97006 1850 SW 170th Ave. Beaverton,OR 97006 2 1850 SW-1511 Ave. Beaverton,OR d.org '� 0 ) g SCALE:NONE 200 ( ) g SCALE:NONE 4.11–$It MAINLINE 203 i (503)642-1511 www.tvwd.org SCALE:NONE (503 642-1511 www.tvwd.or 503 642-1511 www.tvwd.or N� r Ii rQ V_ U J J V O Y Y S U w H Q v Y m m a E N O N O r c N m m 3 a H Z o O x 6 w o C6 U m' r o p N Z O O PROJECT: 70976.002 m 0 r t� DRAWN: PVR 3 0 CHECKED: TDL U iD 0 DATE: SEPTEMBER 2017 r E o DWG NO. 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