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HomeMy WebLinkAboutWeston Oaks PUD D UwO QcoIrNcUn -1oo APPLICANTWESTO N OAKS PUD 1.11 .. ,,,, () a J = CTH INVESTMENTS Z 2• z 0 cL ° a 14787 SW MILLIKAN WAY A 17 LOT PLANNED DEVELOPMENT ON TAX LOT 10100 TAX MAP 1S1 35DC . . BEAVERTON, OR 97003 N Q - 0 PHONE (503) 970-5699 SW95TH AVEN E TI ARDOREGON , 97223 z o CONTACT: MATTWELLNER , 0 Z iii NN 3 I I N L.L N OWN E R Belt Tech&Supply inc VcLa' Lull] „, o Portland Hindu Temple c i„ w Q CHAPMAN/MANSON FAMILY TRUST AND °' Z w J SHARON R. CHAPMAN TRUSTHarris WorkSgstems 0 z 6324 NW 32ND PL. -4 s� o PORTLAND, OR 97211 N,, i`} .. GrAP ULL ..pQ n JOANN FabricsCONTACT: WAYNE CHAPMAN '1„,. r SITE ro and Crafts IF a- Blake's 0ecoretle Shop 4 W nPLANNING/ENGINEERING/SURVEYING :rgt]aks Joy Cinema9 N fi�� .partrnenIs� Bank of America(with A ��� �� m SW Kvalh?rine St 4-e> Rriwe-thru ATM \\�\ ) SW TANGELA COURT Barrier 4 O z PIONEER DESIGN GROUP, INC. WH Cress 9 4 e, �, o z °� ? 9020 SW WASHINGTON SQ RD. , SUITE 170 PORTLAND, OR 97223 le r ,r � ,r$r g p '�� • �' o�� 1 w sw ,► Value Village iT // Woodard Park asr $ United States Q O / . G� - PHONE (503) 643-8286 ° ° PvstalService CONTACT: GEOFF MIHALKO, P.E. I �,,,:,,t f , ` 9Oregon Rifleworks LANDSCAPE ARCHITECT A 5herrie'sJewelrY13m C-;cnirnR MnrO:an Phi Ymhinn . e;rV�tble PIONEER DESIGN GROUP, INC. "TANGELA " VICINITY MAP 9020 SW WASHINGTON SQ RD. , SUITE 170 I N.T.S. PORTLAND, OR 97223 LOT7 inT6 LOTS PHONE (503) 643-8286 SHEET INDEX CONTACT: BEN HOLMES, PLA . ° C0.0 COVER SHEET _ _ _ _ _ _ - - GEOTECHNICAL EN ENGINEER - _ I_ - - - 1 6 C0.1 GENERAL NOTES ES CO.2 CONDITIONS OF APPROVAL PPROVAL CO.3 PRELIMINARY PLAT I I- -I C1 .0 EXISTING CONDITIONS HARDMAN GEOTECHNICAL SERVICES, INC. I 1 _I_ _ I I I I - - _ C2.0 GRADING PLAN 101 10 SW NUN/BUS AVENUE, SUITE B-5 I 1 - C2.1 SITE SECTION PLAN AND PROFILE PORTLAND, OR 97223 1 PARCELI 1 I 2 I 3 I 4 I 5 2< 7 I C2.2 TREE REMOVAL PLAN PHONE (503) 530-8076 1 I C3.0 COMPOSITE UTILITY PLAN I C3.1 OVERALL STREET PLAN CONTACT: SCOTT HARDMAN, P.E. , G.E. 1 I I - - - - - z C3.2 TYPICAL STREET SECTIONS AND DRIVEWAY DETAILS I I I I I 1 1 8 I C3.3 CURB RETURN PROFILES O0 LIGHTING DESIGNER 1 I I I I I 1, 1 I C4.0 WATER QUALITY FACILITY oLLJ x 1 C4.1 WATER QUALITY FACILITY DETAILS W D 0 R&W ENGINEERING, INC. I 2 1 - - - - C5.0 SW 95TH AVE, SDLN-01 AND SDLN-02 - PLAN AND PROFILE W �, o 9615 SW ALLEN BLVD. , SUITE 107 - - - - - - - - - - - / / I 1 g C5.1 SW EUNICE LANE, SDLN-03 AND SDLN-04 - PLAN AND PROFILE I Q _ _ _ _ _ _ C5.2 SW EUNICE LANE LEG, SDLN-04 AND SDLN-05 - PLAN AND PROFILE N < BEAVERTON, OR 97006 z x 1 C6.0 SSLN-A - PLAN AND PROFILE 0 2 w _TRACT A _ _OPEN SPACE _ _ _ J _ _ - - 1 I Z PHONE (503) 726-3317 Q I - I x 1 - - - - C6.1 SSLN-B - PLAN AND PROFILE W HO o CONTACT: DENIS HALL _ SW EUNICE LANE - PRIVATE STREET I I C7.0 SIGNAGE AND STRIPING PLAN > o C7.1 SIGNAGE LEGEND AND DETAILS w ff H. f I TRACT C PED PATH H � C7.2 I 1 _ T _ _ - - - - - -� - - - - - -� I I - - - - - C8.O WATERLINE PLAN U � U PROJECT ARBORIST I ,,--CO -� - C9.0 CONSTRUCTION DETAILS - CITY OF TIGARD TERAGAN & ASSOCIATES 1 - ���� \ 1 0 I C9.1 CONSTRUCTION DETAILS - CITY OF TIGARD o 0 0 3145 WESTVIEW CIRCLE I I I I I \1 I C9.2 CONSTRUCTION DETAILS - CLEAN WATER SERVICES o 0 C9.3 CONSTRUCTION DETAILS - CLEAN WATER SERVICES LAKE OSWEGO, OR 97034 I ¢ I 17 I 16 I 15 I 14 I 13 I - - - - , 0 0 LL LL ry ry ry W PHONE (971 ) 295-4835 TRACT E TRACT D I I 1 1 E0.1 STREET LIGHTING COVER SHEET _ a, CONTACT: TODD PRAGER OPEN STORM l I El .0 SITE PLAN - ELECTRICAL <LD m o SPACE FACILITY VERTICAL DATUM L -I - - - - - - -1 2 L1 TREE CANOPY, OPEN SPACE & WATER QUALITY FACILITY a _ta �; I I I I II PLANTING PLANili z L J L I L2 LANDSCAPE PLANTING LEGENDS AND DETAILS t Vf v CITY OF TIGARD GEODETIC CONTROL. I I 3 N L3 WATER QUALITY FACILITY NOTES, CONDITIONS AND DETAILS ‘7, I° a) ,_ o a, G G ce a x > ELEVATIONS BASED ON STATION GC-022-053, A I _ _ _ _ _ _ _ S2.0 RETAINING WALL LAYOUT AND DETAIL 3-1 /4" ALUMINUM DISK MARKING THE QUARTER .\ - - - - - - - ca CORNER COMMON TO SECTIONS 2 (T2S) & 35 (T1S), P1 -P4. NPDES 1200-CN PERMIT SET R1W, W.M. AND LOCATED JUST SOUTHERLY OF 6-,- ..-_, THE S W 95TH AVENUE AND S W CENTER STREET DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT N NO.2018-083345 NO.2 01 8-03 7329 NO.2003-021157 o '^ Q Q Z °° INTERSECTION. IL uJ °C W z pz DISTURBED AREA z 0 � ° o N NGVD 29 ELEVATION: 165.18 I ( ) w N ONSITE & OFFSITE °Cw ' a 0 o Q mzmO 'N m N _ ONSITE = 73,193 SF W w CV I I OFFSITE = 8,116 SF w Q N m p a LOCATES (48 HOURS NOTICE REQUIRED) 1 I TOTAL DISTURBED AREA = 81 ,309 SF o w W w N 4 IL w ONE CALL SYSTEM 1-800-332-2344 I I (1 .87 AC) J = z (GENERAL TELEPHONE, NORTHWEST I I - " cop 5 oNATURAL GAS, PORTLAND GENERAL I I IMPERVIOUS AREA D o z o w ELECTRIC) I I W z aQ U I I PUBLIC ROADS = 10,745 SF W Q Q m �' REPAIR EMERGENCIES I PRIVATE ROADS = 2,647 SF Q co o / SIDEWALKS = 4,706 SF ' NORTHWEST NATURAL GAS - 800-882-3377 V. QWEST - 503-242-6064 PRIVATE PROPERTY = 38,995 SF c PORTLAND GENERAL ELECTRIC - 503-464-7777 TOTAL NEW IMPERVIOUS = 56,913 SF •m COMCAST - 888-824-8264 °' c CITY OF TIGARD PUBLIC WORKS DEPT. - 503-718-2591 z 0) - 503-639-1554 FORE SITE INFORMATION w VERIZON - 800-483-4000 Q�� = y0& / / Project ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES Q 0 O TAX MAP: 1 S1 35DC WESTON OAKS PUD / o ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. c� o TAX LOTS: 10100 No. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 gweei / SITE ADDRESS: 11900 SW 95TH AVE 141-033-19 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF ‘N\110 TIGARD, OR 97223 Type THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE m NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS �00-332-Z13NN SITE MAP SITE SIZE: 77,237 SF (1 .77 ACRES) ENGINEERING c (503) 232-1987. SCALE: 1"-30' ZONING: R-7 Sheet CI p� COT CASEFILE # SUB2020-00004 CO.O GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) GENERAL CONDITIONS (CONT.) CI IL`.-2, ' ABBREVIATIONS 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES 22. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE c Q STATE LAW, THE TIGARD MUNICIPAL CODE, THE 2015 OREGON STANDARD SPECIFICATIONS AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING 0 w M FOR CONSTRUCTION AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE VELOCITIES SHALL BE AT LEAST 2.5 FPS. THE PIPELINE SHALL BE THOROUGHLY FLUSHED, AC ASPHALT CONCRETE 1 PC POINT OF CURVATURE ac`-, J co WORK TO BE DONE PURSUANT TO THIS PERMIT. RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY CHLORINATED, AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM INSPECTOR, IN WRITING, OF ANY ALL ASSIGNMENT CHANGES. BCAB AGGREGATEEINCURBBASE Q I HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF PI POINT OF INTERSECTION J J / BCR BEGIN RETURN = � DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER R PROPERTY LINE • 0 E 0 TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY BM BENCH MARK PRC POINT OF REVERSE CURVATURE Z � z TRANSPORTATION, FHWA, CURRENT EDITION. TRAFFIC CONTROL IN THE STATE RIGHT OF INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 TO 50 MILLIGRAMS PER LITER BVC BEGIN VERTICAL CURVE 0 PT POINT OF TANGENCY > 0 WAY SHALL COMPLY WITH THE 2015 OREGON STANDARD DRAWINGS. DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER (MG/L), AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN CIP CAST IRON PIPE PVC POLY-VINYL CHLORIDE I d 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE 18 INCHES FROM THE CONNECTION POINT TO THE EXISTING SYSTEM. THE DISINFECTION CJ CONTROL JOINT R RADIUS 1-1 c.,) CC THE CITY'S STANDARD SPECIFICATIONS, THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND CL CLASS WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH, CENTERLINE RCP REINFORCED CONCRETE PIPE N - O z CONSTRUCTION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER POTABLE R S SEWER RIGHT-OF-WAY W CMP CORRUGATED METAL PIPE SOLUTION IS OF THE SPECIFIED STRENGTH.TREATED (CHLORINATED) WATER SHALL BE CO CLEANOUT SD STORM DRAIN TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF CMU CONCRETE MASONARY UNIT 0 z (7 d AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. SL SEWER LATERAL W 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING CTV CABLE TELEVISION STA STATION 1 1 g8 FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. BACTERIA. DURING THE CHLORINATION PROCESS, ALL VALVES AND ACCESSORIES SHALL DI DROP INLET STD. DTL. STANDARD DETAIL o 0 RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A BE OPERATED. ALL PARTS OF THE LINES AND SERVICES SHALL BE DISINFECTED. DIP DUCTILE IRON PIPE T TELEPHONE W f'',...°)AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THEECR END URBLRETURN TB THRUST BLOCK W PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER TC TOP OF CURB TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY / EJ z EXPANSION JOINT Z � Q TCN TOP OF CONCRETE w J 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE LINE UNTIL THE EL ELEVATION a TD TOP OF DIKE 0 H GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO EVC END VERTICAL CURVE TF TOP OF FOOTING - w 1 END OF THE CONSTRUCTION AREA 72 HOURS MIN. BEFORE INITIATION OF CONSTRUCTION CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO THE PERMANENT SOURCE OF SUPPLY. THE DISINFECTION WATER MUST BE DISPOSED OF EX EXISTING TG TOP OF GRATE nn - 0 (MIN.) IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A FF FINISH FLOOR TI TRAFFIC INDEX LL Ei 0. WORK. DISRUPTION OF TRAFFIC IN THE STATE HIGHWAY SHALL COMPLY WITH THE ASSURE PROPER FUNCTIONING OF THE FACILITY. FG FINISH WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING GRADE APPLICABLE 2015 OREGON STANDARD DRAWING AS SHOWN ON THE APPROVED PLANS. 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A FH FIRE HYDRANT TL TRAFFIC LIGHT OF 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. FL FLOWLINETP PAVEMENT TYP. TYPICAL CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE DEPARTMENT OF TOP NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK ENVIRONMENTAL QUALITY (DEQ). AFTER FLUSHING AND DISPOSAL OF THE DISINFECTION FLG FLANGE STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS TW TOP OF WALL FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. SOLUTION THERE WILL BE ANOTHER 24-HOUR PERIOD PRIOR TO BACTERIOLOGICAL G GAS VCP VITRIFIED CLAY PIPE 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER TESTING. BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A TRAINED TIGARD GM GRADE GASVPI VERTICAL POINT OF INTERSECTION N INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. WATER PERSONNEL WORKER. W WATER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY GSP GALVANIZED STEEL PIPE WM WATER METER 4_ 04, rn 23. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND HP HIGH POINT ;a- II ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2-INCH - 0-INCH BURY, WITH L CURVE LENGTH WV WATER VALVE THE HOURS OF 7: 00 A.M. TO 7: 00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE c w z°°, ? _ DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL A 3/-INCH FEMALE IRON PIPE THREAD FIPT INLET AND A 3/-INCH UNTHREADED HOSE DELTA (CURVE CENTRAL ANGLE) ° a - CITY MANAGER. 4 (FIPT) 4 LF LINEAL FEET + APPROXIMATELY z w o PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, MH MANHOLE q PERCENT �' �� ° TO 9: 00 A.M.-3: 00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION MJ MECHANICAL JOINT < LESS THAN 'P k`` I N.I.C. NOT INCLUDED IN CONTRACT �/ G`c,° o PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3: 30 P.M. AND 9: 00 A.M. SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS OCEW ON CENTER EACH WAY GREATER THAN • UNLESS AUTHORIZED BY THE CITY ENGINEER. WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE a 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL WATER SUPPLY GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE ALSO BE PROVIDED FOR. SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC 1. ALL JOINTS TO BE RESTRAINED. '/-INCH BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4-INCH PET COCK ON THE 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. SAFETY. VENT PIPE. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN 24. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO TIGARD WATER PERSONNEL IS PROHIBITED. OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK ROADS ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, CONSTRUCTION SITE AT ALL TIMES. ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN KEN FISHER AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE (AWWA) CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING STANDARDS. APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE RELATIVE DENSITY OF 95% OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. WORK COVERED BY THE PERMIT. 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE, INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD GEOTEXTILE FABRIC BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. AND MADE IN THE UNITED STATES OF AMERICA (USA). PIPE SHALL BE `TYTON"JOINT PUBLIC WORKS WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS ENGINEER. THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE OTHERWISE SPECIFIED. EXCAVATION AND GRADING CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK INCHES. BACKFILL SHALL BE %-INCH - 0-INCH GRAVEL.PERFORMANCE. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, ON 1. SPREADING OF MUD OR DEBRIS U ORDER STOPPAGE OF WORK TO UPON P T CORRECTIVE ACTION, RA ANY TIME.ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY STORM DRAINAGE 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE OTHERWISE VALVE 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A OPERATING NUT EXTENSIONS WILL BE REQUIRED. 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 10. THRUST BLOCKS MAY BE REQUIRED AT TEES, CROSSES, OR BENDS AND WILL BE ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY ENGINEER. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. SPECIFIED BY THE CITY PROJECT INSPECTOR OR ENGINEER. POURED CONCRETE THRUST AT ANY TIME. 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE AT EACH TEE, 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&O KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS 07-20) in z ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT O CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED, AND MARKER TO REMAIN INW 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. PLACE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MEET THE COVER REQUIREMENTS OF SECTION 3.06.10 CWS R&O 07-20. l' w 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE CONSIST OF AN MJ X 2-INCH IPT TEE AND 2-INCH IPT X 110 COMPRESSION FITTING AS MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. 4. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH O 0 0CL INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ MANUFACTURED BY MUELLER COMPANY. 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM C.W.S. REQUIREMENTS. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6-INCH FLANGE (FLG.) TEE, 6-INCH BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5: 1 SHALL BE Z cL 0 OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. FLG. X MJ GATE VALVE, 6-INCH MJ X MJ HOLDING SPOOL AND A MODERN MUELLER ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE J cL 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD CENTURION FIRE HYDRANT, A-443, 6-INCH MJ, 5 1/-INCH MVO, 3 PORT (2-2 '-INCH BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF Q Q GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, NST HOSE CONNECTION, 1-4 1/-INCH NST PUMPER,) 1 '-INCH PENTAGON OPERATING REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT SANITARY SEWERS Q 0 MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: WATERIOUS PACER 6790, TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A CCz AND MATERIAL. CLOW MEDALLION. SIX INCH LAYER OF 11� - 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED W O u_ 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH IN ACCORDANCE WITH CLEAN WATER SERVICES (C.W.S.) STANDARD SPECIFICATIONS R&O Z H 0 '/ CUBIC YARDS OF CRUSHED 2-INCH - 3/4-INCH DRAIN ROCK. GEOTEXTILE FABRIC WILL 07-20. W WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO v) H w PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH COVER. PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2: 1 AT FINISH 3.06.10 CWS R&O 07-20. U EFFECTIVE DRAINAGE CONTROL. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6 INCHES THICK ALLOWED IN THE STRUCTURAL FILL. NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS INCV CV CV ADVANCE, BY THE CONTRACTOR, OF STARTING BENCH WORK TO DETERMINE THE NEED FOR o 0 0 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18 AN UNDERDRAIN AND TO EXISTING CONDITIONS. CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE INCHES OF SEPARATION BELOW THE WATER LINE. 6. ANTH CITY SHALL LAYERBE PROVIDED WITH VERIFY COPY OF THE GEOTECHNICAL ENGINEER'S �' �' �' • CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN REPORT/RECOMMENDATION CHANGES. o 0 0 EXPENSE. CONTINUOUS WATER SERVICE TO EXISTING WATER USERS. WHERE IT IS NECESSARY TO 7. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE Cil cc 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND SHUT DOWN SERVICE TO MAKE REQUIRED INTERTIES, THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND NOTE: ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED _ HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER < m < o NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE TEMPORARY SUSPENSION OF WATER SERVICE. REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL ENCOUNTERED. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR ai 16. PRIOR TO ANY CUT-IN OR CONNECTION, THE CONTRACTOR SHALL HOLD AN ONSITE o w COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE z u m PRE-CONSTRUCTION MEETING WHERE THE CUT-IN SCHEDULE AND COORDINATION WILL BE a, as DISCUSSED. THOSE TO ATTEND SHALL INCLUDE THE ONSITE FOREMAN, CITY PROJECT MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND cc c N N 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL 9. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES 3 BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO INSPECTOR, AND TIGARD WATER PERSONNEL. THIS MEETING SHALL TAKE PLACE PRIOR TO a m > E. o TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. EACH CONNECTION AND BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE PRE-NOTIFICATION, ETC.). ASSOCIATED WITH THE PROJECT. al ala = THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE CONNECTION. THE CONTRACTOR SHALL HAVE ALL FITTINGS, PIPE, CHLORINE SWABBING RESULTING FROM THE PROSECUTION OF THE WORK. EQUIPMENT, PUMPS AND HOSES, AND ALL EQUIPMENT NEEDED TO MAKE THE CUT-IN 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. co (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO 17. THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE ANY THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE CONNECTION TO THE EXISTING WATER SYSTEM IS MADE. TEMPORARY BLOW-OFFS SHALL NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. 1 HOLDERS EXPENSE. 18. ALL PIPES, VALVES, AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE ONE (1 ) FOOT OF A SURVEY MONUMENT LOCATION in 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING TESTING AND CHLORINATION. FLUSHING SHALL BE DONE THROUGH BLOW-OFF UNITS, SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO (1) 0 0cc z N HYDRANTS, INDIVIDUAL SERVICES, DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION (� 0 a� O z ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, O o AND MAIN AT A VELOCITY OF AT LEAST 2.5 FEET PER SECOND (FPS). CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD Z U ~ ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL w a i= 19. PRIOR TO ANY FLUSHING PROCEDURES, THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN cc w > 4 N BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS PROVIDING DIRECTION OF FLOW, SURFACE WATER MANAGEMENT BEST MANAGEMENT CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED w SE w R No CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE PRACTICES (BMPS), AND A WRITTEN SCHEDULE TO THE CITY PROJECT INSPECTOR FOR WITHIN THE PROHIBITED AREA. .o < w z CO O APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE > w w APPROVAL. A 48-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIORCE co APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH TO ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES - Q N m p 0 i POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS SHALL THE CONTRACTOR OPERATE ANY CITY VALVES. o > W w AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFILL HAS PASSED THE REQUIRED I- (NI a IL w -o AND Y STATE PLANE COORDINATES REFERENCED TO NAD 83 (91). INCLUDE ACROBAT COMPACTION TESTS PER AASHTO T-180 AND THE ROADWAY BASE ROCK HAS BEEN EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS _I 6- i z c (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY THE CITY PROJECT INSPECTOR. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 5 ; a O w u 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) SHALL NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO m o z w a o "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM ALLOWABLE LOSS OF 5 PSI. WATER VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE i 1- a co a 0 MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT a REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY Q p CC 0 °° coI1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. ALL o BUILDINGS TO THE SEWER SYSTEM. PRESSURE TESTING SHALL BE COMPLETED IN THE PRESENCE OF THE CITY PROJECT PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, INSPECTOR. c. ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB 6 AGREEMENT NOTE # 5.)27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL °°' REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL z 5 VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND W TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Project 6 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE WESTON OAKS PUD co WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION OF THE OWNER OR THE ENGINEER. o ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. No. r 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. 141-033-19 REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF EXISTING Type 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ENGINEERING 0 FINAL LIFT OF ASPHALT HAVE BEEN PLACED. WORK. 0 sheet L CO. m COT CASEFILE # SUB2020-00004 11 a � Q 2 U 3 w O Q r , ¢ I N W C) U � � rrRR c`') _1APPLICABLE Jeremy Tamargo, Principal Engineer at (503) 718-2462 or JeremyT@tigard-or.gov.. The cover o 8'public utility easement V Q J REVIEW letter must clearly identify where in the submittal the required information is found: • 0 a CRITERIA: Community Development Code Chapters 18.110, 18.210, 18.290, 18.410, 10. Prior to commencing any site work,the applicant must submit the exact legal name, address Z w z 0 rR 0 9 18.420, 18.710, 18.770, 18.830, 18.910, 18.920, and 18.930. 6. Improvements associated with public infrastructure including street and right-of-way and telephone number of the individual or corporate entity who will be designated as the V L I (1 dedication,utilities,grading,water quality and quantity facilities,streetlights,easements, "Permittee",and who will provide the financial assurance for the public improvements. Specify '"' oCC SECTION II. STAFF RECOMMENDATION easement locations,and utility connections must be designed in accordance with the following if the entity is a corporation,limited partnership,LLC,etc. and the state within which the entity N n - c codes and standards: is incorporated and provide the name of the corporate contact person. Failure to provide W i 0 d Staff recommends that Planning Commission find that the proposed Consolidated Planned accurate information will delay processing of project documents. 0 z (7 Development Plan and Subdivision will not adversely affect the health,safety,and welfare of the City • City of Tigard Public Improvement Design Standards ��yy 0_ W and meets the Approval Criteria as outlined in Section VI of this report. Therefore, Staff • Clean Water Services (CWS) Design and Construction Standards 11. Prior to commencing any site work,the applicant must provide a construction vehicle access I.L = o recommends APPROVAL, subject to the following Conditions of Approval. • Tigard Community Development Codes,Municipal Codes and parking plan for approval by the City Engineer. The purpose of this plan is for parking and W traffic control during the public improvement construction phase. All construction vehicle II . 0 o • Tualatin Valley Fire and Rescue (TVF&R) Fire Codes CONDITIONS OF APPROVAL parking must be provided onsite. No construction vehicles or equipment will be permitted to Z z Q Lr' • Other applicable County, State,and Federal Codes and Standard Guidelines park on the adjoining residential public streets. Construction vehicles include the vehicles of 'EL.-1 a- THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO PERMIT 0 IE any contractor or subcontractor involved in the construction of site improvements or buildings z I SUBMITTAL: 7. Improvements associated with public infrastructure including street and right-of-way proposed by this application and must include the vehicles of all suppliers and employees > 0 dedication,utilities,grading,water quality and quantity facilities,streetlights,easements, a (0 O. associated with the project. 1. Prior to permit submittal,the applicant must submit an Autocad file of proposed street names easement locations,and utility connections for future utility extensions are subject to the City and assignment of addresses and pay the address fee. Contact Oscar Contreras at 503-718-2678 Engineer's review,modification,and approval. 12. Prior to commencing site improvements, the applicant must provide a photometric analysis for for the submission of the Autocad file. The address fee must be assessed in accordance with the review and approval. The applicant must submit plans showing the location of streetlights the current Master Fee Schedule. 8. Prior to commencing any site work,the applicant must submit a Public Facility Improvement and the type and color of pole and light fixture for review and approval. Photometric analysis N (PFI) Permit to cover all infrastructure work including stormwater Water Quality and Quantity N will follow the recommended values and requirements described in ANSI/IESNA. All public 2. At time of buildingpermit submittal Applicant will show compliance with 18.290.040 Facilities and any other work in the public right-of-way. Four(4) sets of detailed public �� m pp p streetlights must be PGE Option B. �b N Residential Design Standards. improvement plans must be submitted for review to the Engineering Department. An �`� w Zoo y Engineering cost estimate of improvements associated with public infrastructures including but 13. Prior to commencing any site work,the applicant must obtain all required approvals and c z ,` o m 0 THE FOLLOWING CONDITIONS MUST BE SATISFIED not limited to street, street grading,utilities,stormwater quality and water quantity facilities, permits for construction from all necessary agencies. o ��� `,o °° sanitaryt.sewer,streetlights,and franchise utilities are required at the time of PFI Permit �P _ PRIOR TO COMMENCING ANY SITE WORK g q fJ/ so 1- submittal. When the water system is under the City of Tigard jurisdiction,an Engineering cost 14. Prior to commencinganysite work,the applicant must submit siteplans and a final storm G The applicant must prepare a cover letter and submit it, along with any supporting documents estimate of water improvement must be listed as a separate line item from the total cost k, pp > or plans that address the following requirements to the PLANNING DIVISION, ATTN: p P drainage report as part of the PFI Permit indicating how run-off generated by the development > estimate. NOTE:these plans are in addition to any drawings required by the Building Division will be collected,conveyed,treated and detained for review and approval. The storm drainage Monica Bilodeau(503)718-2421 or MonicaB@tigard-or.gov.The cover letter must clearly identify and should only include sheets relevant to public improvements. Public Facility Improvement where in the submittal the required information is found: report must be prepared and include a maintenance plan in accordance with CWS Design and Permit plans must conform to City of Tigard Public Improvement Design Standards,which are Construction Standards and the City of Tigard Standards. 3. Prior to commencing any site work, the project arborist must perform a site inspection for tree available at City Hall and the City's web page (www.tigard-or.gov). protection measures,document compliance/non-compliance with the Urban Forestry Plan,and 15. Prior to commencing any site work,the applicant must obtain a CWS Stormwater Connection send written verification with a signature of approval directly to the project planner within one 9. Prior to commencing site improvements,the Applicant must submit plans showing the Authorization prior to issuance of the City of Tigard PFI Permit. Plans must be submitted to week of the site inspection. following required street improvements to Engineering for review and approval: the City of Tigard for review. The City will forward plans to CWS after preliminary review. 4. The project arborist must perform semimonthly (twice monthly) site inspections for tree SW 95th Avenue half-street improvements: 16. Prior to commencing any site work,the applicant must submit site plans as part of the PFI protection measures during periods of active site development and construction, document o 29'right of way dedication from centerline Permit showing the proposed sanitary sewer system and associated facilities to be designed and compliance/non-compliance with the Urban Forestry Plan, and send written verification with a o 18'pavement (12' travel lane, 6'bike lane) constructed in accordance with the City of Tigard and CWS Design and Construction signature of approval directly to the project planner within one week of the site inspection. • Pavement section must meet current public improvement design standards and Standards. details at time of application for PFI Permit. 5. Prior to commencinganysite work, the applicant mustprovide a fee to cover the city's cost of o 0.5' curb pp � ty' 17. Prior to commencing any site work,the applicant must submit site plans as part of the PFI J collectingand processingthe inventorydata for the entire urban forestryplan (Urban Forestryo 5'planter strip (back of sidewalk) 0 5' curb tight sidewalk Permit showing all proposed and/or extensions of public water lines,hydrants and water Q Manual,Section 11,Part 3).This fee amount will be for newly planted trees and preserved trees. services to be designed in accordance with the City of Tigard Standards for review and • Sidewalk must be extended from the site to connect to existing sidewalk approval. 0 The applicant must prepare a cover letter and submit it, along with any supporting documents located north of the proposed development. CC or plans that address the following requirements to the ENGINEERING DIVISION,ATTN: o 0.5'public access behind sidewalk a a Q z PDR2020-00001 WESTON OAKS PD PAGE 2 OF 57 PDR2020-00001 WESTON OAKS PD PAGE 3 OF 57 PDR2020-00001 WESTON OAKS PD PAGE 4 OF 57 LL 0 O w N p CC z D O o_ 0 Q `n cC Q Q I' O 18. Prior to commencing any site work,the applicant must provide written approval from TVF&R Q Z H for fire flow,hydrant placement,and emergency vehicular access and turn around. 26. Prior to final plat approval,the applicant must submit for City review four (4) paper copies of z the final plat prepared by a land surveyor licensed to practice in Oregon,pay the final plat fee, O (x) H 19. Prior to commencing any site work,the applicant must submit the joint access easement and and any other necessary data or narrative.The final plat and data or narrative must be drawn to w maintenance agreement for the proposed private street and for the proposed pedestrian access the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05),Washington V > U path for review and approval. County,and by the City of Tigard. Final plat will include signature lines for the City Engineer and Community Development Director.Note:Washington County will not begin their review o 0 0 20. Prior to commencing any site work,the applicant must submit an erosion control plan as part of the final plat until they receive notice from the Engineering Department indicating that the of the PFI Permit. The plan must conform to the "CWS Erosion Prevention and Sediment City has reviewed the final plat and submitted comments to the Applicant's surveyor.After the C) o 0 Control Design and Planning Manual" (current edition). City and County have reviewed the final plat,the applicant must submit one copy of the final ate, ate, ate, • plat,for City Engineer and Community Development Director signatures. o 0 0 CC 21. Prior to commencing any site work,the applicant must submit a final grading plan showing the Cil existing and proposed contours. The plan must detail the provisions for surface drainage of all 27. Prior to final plat approval,the applicant must record a joint access easement and maintenance m , lots and show that they will be graded to ensure that surface drainage is directed to the street or agreement with Washington County and provide a recorded copy to the City. a public storm drainage system approved by the Engineering Division. The design engineer >.• must indicate,on the grading plan,which lots will have natural slopes between 10 percent and 28. Prior to final plat approval,the applicant must submit the Final Intersection Sight Distance z viii To 20 percent,as well as lots that will have natural slopes in excess of 20 percent. This information Certification for review and approval. c c 3 ,n will be necessary in determining if special grading inspections and/or permits will be necessary. .0.0 •5 °' •i i 0 29. Prior to final plat approval,the applicant must place all existing and proposed utilities o o cc a = > 22. Prior to commencing any site work,the applicant must provide a performance bond for all underground. public improvements and private stormwater treatment facilities associated with the development. 30. Prior to final plat approval,the applicant must provide evidence that the Homeowners O° Association(HOA) is formed and the Covenants,Conditions,and Restrictions (CC&R) THE FOLLOWING CONDITIONS MUST BE SATISFIED document is in place with language in regard to the maintenance of tracts and private accesses. PRIOR TO FINAL PLAT APPROVAL: o The applicant must prepare a cover letter and submit it, along with any supporting documents THE FOLLOWING CONDITIONS MUST BE SATISFIED (n co co and/or plans that address the following requirements to the ENGINEERING DIVISION, PRIOR TO FINAL BUILDING INSPECTION: a cO w p z0 o ATTN:Jeremy Tamargo,Principal Engineer at (503) 718-2462 or JeremyT(&,tigard-or.gov.. The The applicant must prepare a cover letter and submit it, along with any supporting documents Z w a_ Q 1- .4 cover letter must clearly identify where in the submittal the required information is found: and/or plans that address the following requirements to the ENGINEERING DIVISION, = W > g o ATTN:Jeremy Tamargo,Principal Engineer at (503) 718-2462 or JeremyT@,tigard-or.gov. The o Ui zSE W 23. Prior to final plat approval,all improvements associated with public infrastructure including but cover letter must clearly identify where in the submittal the required information is found: .� Q = [Pi O cvnot limited to street improvement under the City of Tigard jurisdiction must be constructed, a 0 completed and/or satisfied. The Applicant must obtain conditional acceptance from the City 31. Prior to final building inspection,all improvements associated with public infrastructures under o > W W andprovide a two-year maintenance assurance for said im improvements. the Cityof Tigardjurisdiction must be constructed,completed and/or satisfied. The applicant a Q L p g p pp � � � w must obtain conditional acceptance from the City and provide a two-year maintenance J N = z c 24. Prior to final plat approval,all public utility facilities including but not limited to storm drainage, assurance for said improvements. 0 O o water quality and quantity,sanitary sewer,water,gas,electrical,communication,and wireless co0 z w a cv o must be completed. Private storm water quality and quantity facilities must be provided with 32. Prior to a final building inspection,the applicant shall call for a final planning inspection to I H < Q z i two years of maintenance and entered into a stormwater maintenance agreement with the City. ensure the project was completed according to the approved plan. Q < CC In cr) 0 25. Prior to final plat approval,the final plat must contain State Plane Coordinates on two CD monuments with a tie to the City's global positioning system geodetic control network(GC 22). SECTION III. BACKGROUND INFORMATION o c These monuments must be on the same line and must be of the same precision as required for m the subdivision plat boundary.Along with the coordinates,the plat must contain the scale Proposal: factor to convert ground measurements to grid measurements and the angle from north to grid The applicant is requesting approval of a consolidated planned development review plan and subdivision. z c north.These coordinates can be established by;GPS tie networked to the City's GPS survey or The proposed development is for single detached houses on a variety of lot sizes, ranging from 2,223 ili by random traverse using conventional survey methods. square feet to 4,476 square feet and average of 3,212 square feet. Project WESTON OAKS PUD CO co No. o 1 141-033-19 7r PDR2020-00001 WESTON OAKS PD PAGE 5 OF 57 PDR2020-00001 WESTON OAKS PD PAGE 6 OF 57 Type Iii ENGINEERING o S Sheet .P7 pp COT CASEFILE # SUB2020-00004 CO.2 LEGEND LIQ �d', PROPOSED EASEMENT LINE I r? PROPOSED CENTERLINE ry PROPOSED RIGHT-OF-WAY V o J 06 J2 PROPOSED LOT LINE Z J a `� 0 BOUNDARY LINE Z w 0 PROPOSED SIDEWALK/DRIVEWAY v = " TANGELA " I IL BY HOMEOWNER '/) PC _ CC PROPOSED SIDEWALK/DRIVEWAY WITH W c7, Z o PUBLIC FACILITY INFRASTRUCTURE PERMIT O 0 a. 0 LOT 7 LOT 6 LOT 5 N 0_ W PROPOSED PAVEMENT LL N W dvl 0M • " ` - PROPOSED STANDARD CURB & GUTTER W z Z o 4 4 _ - - - - PROPOSED WEDGE CURB Z w J a - — — 46' — — — — — — 107 O z / /' 36 ---r- 34' 34' 34 — PROPOSED MAILBOX ' - -J 0 I I I I 6 a d I I I 10.00' STORMWATER I co N 3637 SF I EASEMENT 1- ' I rli t..,I I I I bI raw • Zoa� s PARCEL 1 I I IN 1 21 7 z o� co N 2223 SF N 1D -���o,P� o l0 1 o r 2 0 3 4 5 I 1 ��/ • �c� a T 86� > ►- 20.00' — — > 60.00' I ► I I I I 21 .00' 3757 SF 3511 SF 3508 SF I I 3505 SF I 4476 SF 8 — 8.00I I 2223 SF N 1 18.00' �— - 5.00' - 1 1 1_ _ -\ � \ -� 30.00 --IN— — 3.00 — — 86' - — II J I I I I I I I f`� I 9 742 SF / — — — — — — — — I 17 M K 2736 SF � _ _ I w j 00 TRACT A _ _ CEN SPACE _ _ 0 _ _ _ _34 _ _ _ _ D — _ I I 1 z 1 — 86� - - > I 26.00' 27.00' SW EUNICE LANE - PRIVATE_STREET — — . c___h — 10996 SF I' .TRACT C PED PATH r 1 = 1167SF F— _ _ - - - - - - -1 r = 'AP' ' '4\ I 86 � I . 40a — 67' — — - -36, — — ���v�•�,� �� 4 ���� ��� � N Q I. • 13.50' �A,\ J z — o �� 10 0 .�� 20.00' I I I H I I M2SF1 1 11 > p IIi_ 1 1 I ./ I O \ ) / 0_ , 8.00' — — — 86' I. — p 15 14 13 Z Q Q o 17 16 — � TRACT E TRACT D 3258 SF 3077 SF 3077 SF 3077 SF 3899 SF I j 1 1 1 n I I 1 1 2223 SF 431LL OPEN STORM 1� I �I 21' �, W O O �' SPACE �'� FACILITY �� 1 1 I I Ib CC w if I I 1 1 _86' 3620SF 61 N � — - - - - J a U 05 SFco A 12 CD 0 CV I I• 1 I 171- N 0 0 0 • p I I I I 1 3684 SF co 1 I LL I 0 0 0 Cw C • 15.00' 34' 34' 44' _ — —L — 107' — — — (D m 0 \ 40' — - - 68_• ■ _ — 36' I- - 34 - - - - - - - - — ri ■ ■ >, _a c a ai _0 Z raj ro c c V oa C, N I— GJ i cu 2 O GJ W ,--1 G G oC a x > DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT Lu N NO. 2018-083345 NO. 2018-037329 NO. 2003-021157 v O o0(Z NI co oz 0_ I L P (00wz o z Wg � O 0 1 I .2 Q = Wm0 I a, uoz I 1-0 I c. 0 o > wo CB I I I— N4LIW I I J N CO Z 5 Q I D oz0u) I I I I- aaa o I Wp Co I I (n o o m co I I Q 14 I I / CD C / W / Z V/C CILI / / I Project T / WESTON OAKS PUD cco o / / No. o / / SCALE 141 033 19 '4 / ri-- 20 0 10 20 Type o / 1 INCH = 20 FEET ENGINEERING .5 / Sheet pp , COT CASEFILE # SUB2020-00004 CO.3 LEGEND a Q DW o TREE TABLE - - - RIGHT-OF-WAY LINE O a I N - BOUNDARY LINE 1 ] 0 = P T. = o # DESC. - EXISTING LOT LINE Z ] v` • \\ a9 6145 DE-8 - - - EASEMENT LINE •, 0 a Z ' '. \�� 6114 EV-30 - CETER LINE V � � U I 11, .. `/ I dXSDXSD - STRMDRAINAGELINE �. x / 6050 DE-10 z _MN 6194DE-10WiZ0\ Q) XSS XSS - SANITARY SEWER LINE xw xw - WATER LINE 0 d x X 6044 DE-12 xc xc - GAS LINE W $11 / � n � > N.\N. //'� p - - 6148 DE-6 XCOM - COMMUNICATION LINE W o 0 00 ..'; X o 6038 DE-10 x XT XT - TELEPHONE LINE W J o / °° SW TANGELA COURT CD Z o 1,),\ '1XSD6254 DE-32 XE XE - UNDERGROUND POWER LINE Z Q■_�SDCB RIM 185.36' O __ aSDMH RIM 185.75' • \ / 7 X A _ 6127 DE-14 XOH XOH - OVERHEAD WIRE z 0 n "' 12"RCP IE IN NORTH \ J YY•f{ 6255 DE-32 X X - FENCE LINE (AS NOTED) LL IL 12"RCP IE OUT SOUTH > X y`by 12"RCP IE IN SOUTHWEST • op i� 17 G OX CHANNEL 178.56' SDCB RIM 185.04' SDMH RIM 185.91' G, 12"RCP IE IN NORTH 179.61' 0 0 - FENCE LINE (AS NOTED) 12"RCP IEOUT NORTHEAST III 185. 36"CMP IN EAST 179.51' 6043 DE-10 -x U • ° 15"RCP IE OUT SOUTH 179.61' - - - -131- - - i W (17 • VERTICAL STEELPLAT/WEIRINMH - EXISTING I' CONTOUR SSMH RIM 185.38' X - - - 13Q- - - - EXISTING 5' CONTOUR 6122 DE-10 N //-\ - 164 i '• /- - CULVERT ,\n\ o i N O W(va Z �� y = xo • "rANGELA" - CONIFEROUS TREE (DBH) • �a d -1 II 1 I a• 6155 DE-10 - DECIDUOUS TREE (DBH) z o_ o 183 Lor7 Lor6 Lors 6155 DE-5 ■ Wx G7 2i O 0"� - TREE TO BE REMOVED f �� oG• .Qk o --,< i 1 • 1 \ ` \ - WOOD FENCE ON PROPERTY LIN" 6091 DE 10 f/ • � �' _ ///WOOD FENCE ON PROPERTY LINE \ \ `OR SLIGHTLY NORTH OF R�, - # - DIAMETER (INCHES) AT BREAST HEIGHT Q SDCB RIM 181.95' / \\ \\ /OR SLIGHTLY NORTH OF N89°20'11"E 289.83' \ \\ '..'T 610 4 D E-18 12"HOLE IN EAST SIDE OF PIPET 30' !�� \ d / \ \ \ \ El - CATCH BASIN/DRAIN INLET \ 182 i - 1-- DE-1� \ �� 6117 DE-18 0 *o, \ - \ \ \ OD - STORM MANHOLE x X� \ \\\\ N \j03 \ 6138 DE-8 O - SANITARY MANHOLE DWI cr i //,,,,, // V A \ xoH , / / - - v - r \\ 6139 DE-5 Da - WATER VALVE 1 / J \ 8s \ 11 �"� 18 / \\ \ \ �\° \\ 6140 DE-6 ® - IRRIGATION VALVE x0 0 / - \ \ '� \ I. - GAS VALVE SSMH RIM 180.78'- � � �\ �\ \ \ 6141 GV DE-8„ = SD 12"RCP IE 178.32' RCEL 1 % NEIGHBOR'S WOOD \ 8"IE IN NORTH a I / , FENCE 0.5'WEST OF \ .7 8"IEOUTSOUTHx w '� / / \ / PROPERTY LINE \ 80 \\ N \ \\ © - GAS METER CHANNEL 172.25' • , 4 ; / \ / _ \\ \ N \ \ -- 6142 DE-5 .� ; I / // g \ \ \r82� \\ \N \\ - - FIRE HYDRANT ASSEMBLY Q / / o \\ \ \ 6143 DE-8 _ ��� / \ / .' \\ N \\ \ \ \ _ - FIRE DEPARTMENT CONNECTION o ��9 I� / / / �7- \ N N N N N N. \ \N 6144 I DE-8/ - TELEPHONE MH/VAULT 'I \ \ \ \ \ -� - SIGN I / ' ' \ \ N. DEED DOCUMENT 614 9 DE-8 y / PARTITIOIV PLAT NO.2020-016 N at N \ N \ \ `\ N0.98-080216 X p L - N GHBOR'S WOOD N N 0�0 \ \ \ `WOOD FENCE 615 0 D E-5 0 - - y \ \ - SURVEY MONUMENT FOUND x(n \ J FE CE0.5'NORTHOF CQQ_ \ N. CS 'Z' I / I PROPERTY LINE \ N N N \ N I 6151 DE-8 QM - MAILBOX 7�:\ - �. . N N tn \ \ ® /', X W y \ N89° 9'14"W 107.01' \ \ \ \ \ N SDCB RIM177.15' DE-1 - - � \\ \° \\\ N.\ \ \\ - 1 61 52 DE-6 ❑p - JUNCTION BOX 12"RCP IE IN NORTH 175.15' I / EXISTING OVERHEAD WIRE \ . \ -Th O 11"RCP IE OUT SOUTH 174.95' o N � TOMB REMOVED \ �7" SUMP173.35' X N ,9 \�QARCEL 2 \ \ \ '� \ \ \ 6153 DE-6 - ELECTRIC VAULT 1, I 1'xti /\' EXISTING.PAVEMENT \\ \ \ N \\ Z iN 1 �11 - - - TO BE REM��tE,DjB_ \ \ \- \\ \ N\ - - - _ , I 6154 DE-8 - ELECTRIC PEDESTAL - O zx *-E-)0 vy EXISTING DECK v A �� \ v o x \ / �� TO BE REMOVED X•I§TING BUILDING BE REMOVED \ \\ \\ \\ // \ \ L 6156 DE-5 - CLEANOUT Z w \ - BOLLARD O p O II v \ �� V vv vvv / ,y DE-10 \ 6157 DE-5 ' _ cL I SD 12"PVL IE 173.97' �� - p �r��- - _ � \\ �\ \ \ \\ \ \ I �' pftgg It - LIGHT POLE V Q X \H 16, DE-10 DE 10 .E 410 ODE-14 / 14. PE-10 \ \\ \ N ill z ! - \ 6158 DE-6 o o'N - _ R \ v V A r `' 5€$ I - POWER POLE (� 1 V w- 0 V / /�� �����, L \ \ x X \ � � \ \ \ \ - � � � \ / \ \\ \ °� \\ \\ 6159 DE-10 c- - GUY WIRE Z 0 X� h I N ' 4 // �\ \ \ \ S_ ,�, ALL 1.5' ALL AT NORTH END X W >o� \ / / \\ \ \\ \ - - - -�_ . -. 1 I 6160 DE-10 - Z \ 6 - TRAFFIC SIGNAL POLE (n 0. -•. Q ",�/ �'S X \ i ) / \/ �\ \\ \\ \ \ \\ DE- % / - PEDESTRIAN SIGNAL POLE N j _ \ \ 4 ' ` / / \ \ \ \ \ RIP LINE OFTREES ON \ N / / - �/ w \ \ 6234 DE-24 ❑w - WATER METER W > U / / \ NEIGHBOR'S LOT X \��� I ,...4. \ \ - \ EXfSTtf�1F.rFENGE-\ - N x H i....... xoH\ xoH •% \ \ EXISTING CONCRETE�TC�\E REMOVED / \- - \ \\ / ��=\ TO BE REMOVED\ / / • ` ;0E24 1 / \ / \ \ OM = MONITORING WELL XW_ _ l X GAS VAULT o 0 0• 1a \ \ \ \ / - 6233 DE-1817432 j/ /,,,,,, ,,,,,,,/ \ \ / \ \ c•J\ c-A\ \ � XSS c \ DE-32 ASCENDOF WIRE(ENCE / \` \ / \ \I WALL 2.5'TALL ATCORNER - UTILITY VAULT O O O / o xSTING CLEANOUT \ 7WIREFENCE / \ - DE-10 x x \ \ � � DE18 )Ev.3 ( DE14 • , BE REMnVFD = L` SH Y�34396.9� 1I DE 1 \ I \,' F UTILITY PEDESTAL G G G DE11L - = - �1 NpROXIMATE LOCATION OF R\ / y rG I LATFBgIMATELL PER TMAP `WIREF6NCECORNER l 1 \ � // \ // \ \ HAINLINKFENCE1.0' CHAIN LINK FENCE0.5' �J�� - WATER VAULTi �/r- I \ 1.2'SOUTHOF.PROPERTY LINE \ / / IN LINK FENCE CORNER / NORTH OF PROPERTY LINE NORTH OF PROPERTYLINE / =x \ I / \ / \ ON,RROPERTY LINE / \ ON NORTHSIDE OF TREE ON NORTH SIDE OF TREE X 3 = - - - / - - W - COMMUNICATION VAULT CD m o o vl 77 \ -- N z Q o Q DEED DOCUMENT DEED DOCUMENT DEED DOEUM€NT- ry /.."RCP IE 169.52' .= �''\\ NO.2018-083345 NO.2018-037329 ` _ i / NO.2003-021157 0 0 - TELECOMM PEDESTAL >, `-� X o z - UTILITY EXTENSION z u To xo I \ ® \- c 3 v S2 CD `� �n \ X.SDCB#IRIM171.70' EXISTING DRIP LINE(TYP.) • I \ IG"CMPIEINRNORTH169.65' • - HANDICAP MARKER to 3 °1 E. .L y u y� 10"CMPIE OUT SOUTH 169.50' 1 opG CI � a x > I I - EXISTING CONCRETE o ,`d \ • 1) ^ I m 10"RCP IE 168.58' I I IIX x VVVLfff��\ ihi. - EXISTING ASPHALT PAVEMENT 1 o \ x o i / o� - EXISTING GRAVEL SURFACE c� cnx p SDCB RIM 168.85' X I \I' X x //////////////// - R O CI O Z EXISTING BUILDING FOOTPRINT V Q O X.SDCB#2 RIM 169.68' //////////////� Z W > Q 10"RCP IE SOUTH 167.61' •*f 10"CMPIE IN NORTH 168.03' 0 10"RCP IE NORTH 16Z69' r'1 X XOH ; r. �IY 10"RCP IE OUT SOUTH 167.76' CC N CC CC M o / - EXISTING WOOD DECK = W a_ W cc • • ', < WZm0 ci If � j CE 1W0IL > W N X o i : - EXISTIND DRIP LINE N mp0 LO SSMH RIM 169.55' ` I . Q 8"RCP IE IN NORTH W C) 8"RCP IE OUT SOUTHWEST7 W CHANNEL 161.25' I G H c\J < a I \ Z > I k- o - - o) 05 x z D Ln 0 rn 0 SSMH RIM 168.83' O 7'N co o Z W 0 0 169 I a < aa CO SDCB RIM 167.07' \ �� 0 AI \ �� SD 10"RCP IE 166.53 " SDMH RIM 167.69' / \ +�+ SD 12"RCP IE 166.23' Q RS / -- .c I\p,/L .168- SW CENTER STREET N e/ I - - c I //j,- - z I / ///X LU \ I /// Project ' � 167 /�/ WESTON OAKS PUD co o ° \I I // re 30 SCoALE 15 30 No. 1 , e141-033-19 / SD 12"RCP IE 164.66' M M M Type v 0 1 INCH = 30 FEET ENGINEERING Sheet co COT CASEFILE # SUB2020-00004 C1.0 1 LEGEND a � Q w NOTE: III171I _ EXISTING 1' CONTOUR 175 EXISTING 5' CONTOUR 0 ¢ I N SEE 1200CN PLANS FOR ALL 1 w 171 PROPOSED 1' CONTOUR N J 06 EROSION CONTROL MEASURES. 175 PROPOSED 5' CONTOUR 0 ¢ D a o `\ / PROPOSED EROSION CONTROL Z Z O X X FENCING 0 0 U 1-1 I lY /L EXISTIND DRIP LINE N ¢ _ 0 \, \ i PROPOSEDTREE PROTECTION W Z d —o—o—o—o—o O FENCING z // PROPOSED CONCRETE X 2 w � � N\ ,/ - - - - RETAINING WALL o 0 - N. - - - uJ PROPOSED FLOW LINE W 0 i c, Z o Z Q = y Ja i PROPOSED CONSTRUCTION 0 z H N. ENTRANCE J LL U d 1 / XX XX PROPOSED STOCKPILE x LOCATION x N \ v X /-\ `XX N �"TANGELA " \� • a )b N ,-I \ 1W1708 c z o m C7 -- - _ - Lor7 Lor6 LOTS FG:168.7 PROPOSED WALL HEIGHT .� 0 �� 0 \ \ \\ (' TYPE 4 INLET PROTECTION r/ \ Th� - ° \\ \ NO WORK AREA WITH OUT / I _ �oL \ \ 6 \ ARBORIST PRESENT \ +�—XX II _ x - - ,�= 1 1 N _ j� �` l I I \ I \ —� \ _ x \ I x \ NI 1 / PARCEL 1 XI4& 2 I 3 ;\ 4 5 I 'I `\ 7 CONSTRUCTION NOTES �/ x \ 6 — - 0 PROPOSED CONSTRUCTION ENTRANCE. r11 \ 1 I x \�� `\ ` 1I I �c x I \\ I \ \ ► r\ \ 8 \\j I 02 PROPOSED PERIMETER SILT FENCE, TYP. Al .63 / XX �4+ I ` I N N ,`. .A \ 6 \ I O PROPOSED TYPE 4 INLET PROTECTION, TYP. 11 \ © \\ \ 8Q Q — — — — \ DEED 98-080216T LI \ ul 1 - - - / _ `\ - - \ - - - ` I \ I 4 PROPOSED STOCKPILE LOCATION. -NI la �, , - _ _ 1 O� , — v �v 9 O bk 111111\116f"11•111S111111 'N IN i 7851 CUT / FILL TOTALS 1f11gr�G// rj..t•I O` ,, r,9 r80 r81 \ ��'\\ r8 PROPOSED CUT - 2406 CY fIYA.�iiA• � •tt� — — z 11— li��'ilriAiAAiAA`AA' ' — VV'EUNICE L - — PRIVATE -TREET I -A T P '..a TH L°I\ / 1 Ait�A_i '"as � TW:177.0 \ - - - - 784- PROPOSED FILL = 2531 CY O �r11A11A::. -:„ •�• TW:176.4 TW:178.5 = \ Z 0 � I ' mi;,;ihi l,` FG:177.0 FG:174.0 FG:174.0 -�® '' 'r A� _..-- :_I_ . ® \ \ I \ � �i`i�— mom CUT/ FILL TOTAL =4937 CY J \ I ___= I��r' Lii d \ - I \ ,0 : NET CUT/ FILL =125 CY FILL a 0 p� 1\� rel \ t: 1 �I I � I I \\ \ . 'F DISTURBANCE AREA = 1 .92 AC 0 Q ° I Q � `�� � :: I � I 1� I � I 13`� - - -183- , — , Z o � I co I ----I—Tco r TRACT D Tw 7 G v _ T °�8 ° '„ p. ��,STORM 1 FG:174.0 � \ �� \\ i"°'►- 182 - � rt CI Z Q '� W 1�� sPAC ;I rrr `FACILITY n \\ \ \\ �4 �, I w o I I \ . 1 TW:176.9 I \ \ I \ — \ 1 2- —181 v 111 1 1 7 jS a� FG:174.0 N — 181 CV CV cV yt-Q_, \ i i \ n" —>LL '11 ono . r _i_ _ _. , _ _ - lim \ TG:176. 5 ____,1 "oz7-05._, " 1 � \\ PROPOSED TREE PROTECTION CD CD CD L1J G G G oc N PROJEC�ARBORIST TO gVERSEE FG:176.5 7 1 t ____/,,__Ev_3° _ _0-1-- - \ RIGHT OF WAY IMPROVEMENTS FENCING (TYP.) I �� Q o a M cp 1 ADJACENT TO TREES DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT N C9 m CO ri \ / NO.2018-083345 NO.2018-037329 NO.2003-021157 !oM 2 NI ii II \ I N____ —/\ oz � � vii)� Z ro 41 N +• .> .O \ (-1 EXISTING DRIP LINE(TYP.) G G re a 2 > IC 1 PERMIT 11 SLOPETOPF BOUN BOUNDARY AREA v � I I Y // H/2 BUT 2 FT. (N Cf) 0 w Z 0 1 1 U 1p FT. MAXIMUM 10 Z Wg O O N CV PERMIT WELCH o co - / BOUNDARY SEA OE OF LOPE CUT OR OPEILL NATURAL OR IC 2 z m0 2 Z N I / / / FINISH GRADELr) Q a m 0 o 0) IH/2 BUT 2 FT. MINIMUM c� W J W / AND 20 FT. MAXIMUM 1 N 2 Lu 13 I / NATURAL OR 44' D i 0 ° u=j 0 1 /� _ FINISH GRADE -", m W 5 W Q I I- Q O ���.; _ PERMIT I QQmQ co / Q o / 14 / GRADING SETBACK DIMENSIONS PER .I /// _,- - - WCGO-14. 12.300 FIGURE 4 L 1 _ NTS c I //jam - -- z c ///// I I / /// Project WESTON OAKS PUD co 9 `I , // r-I-- 30 SCALE 15 30 No. T 0 141-033-19 � m m m Type 0 1 INCH = 30 FEET ENGINEERING m ► Sheet 0 L pp COT CASEFILE # SUB2020-00004 C2.0 — — LOT7 LOT6 LOT5 LEGENDEI aL'A— \ Q _�_, _ _ _ _ _ _ _ _\ D § �� - - -� - - - J, � � A - ~ 1 _ \ 1— \ - - -302- - - - - EXISTING 1' CONTOUR 0 Q I N, � — � \ - - 6 \ 300- — — — EXISTING 5' CONTOUR 1 ¢ j N 1 ,\ \ J 06 \ _ \ ��� ' \\ \ N I I- - G \ \ 302 PROPOSED 1' CONTOUR ¢ J ` —� — — — I ` I \`\ I - - `\ �� 1 300 PROPOSED 5' CONTOUR Z • 0 a —\ Z \ I 4 \ 5 . \ \ 1 � � � ■ PROPOSED RETAINING WALL 0 11, 0 9 PARCEL 1 1 2 3 �►® \ 7I a _ \\ `\ 7s I \\ N Q — 0 s � — — \ - \\ I � W o a CO I I \ ` I \\� II \ 1 \ 8 \\ I O z 0 3 // N�- L o I ---...-,.. N )I I \ I N \\ 'ems,\ I W Q 0 M V A 7� — — N — — DEED DOCUMENT \ \ SI \ NO.98-080216 W • c.i v _ \ \\ N \I Z z Q o -,I \ — —\, — - - — , - - - f I w J2 Ala J \ \ N \ w a rw R -CT A P�PACE— �±±.! _!. ?!.! !-C►:% '��i'i!%%i!i�a!!®�►!i!i!i�:►�:��; ®®® \N. NIII\ I z Q 1 7� \r,8 y>9 \ y6o 7637 'N 7�2\\ N. — 785 1 a d 1 P v1 Av 84y — /��� _.II I+ \ _ — — \ - - PRIVATE �TR.EET j% °���� �-�I cpi II1 16\ -•VV EUNI,‘,74110E L \ /./\ % r8 --\ _ — — \ - -\ \ N WI Z � b Q • O cV is'1 \ r'cP 6 I` _ , � .. TRACT E ' ,c) NTRA- e uN �I I `� I I \ 1 1, 1 �n 1 z�� = 1 • ST• M I I I I 11;;\83- --, � _ � 1 SPAA S FAC LI I `1,7 6 1 \ 13 �� , � �, \ ��� O,�o�� t \ il N. �. ` �� 1I �� 1 - - - : _ tA �� o 0+00 \ 1 nl 2+00 V A ;+09, 4+00 4+70 —t� J •JJ I I \ I \ I 18�\ 1 � \ \,il 1I �— \ 18()81 — I _ �� V '� 780 — -\ /"s"- t -4 .--......,.......... .,, 1 \��'_ 6 — — — — — — — — I CO r. 1 DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT g \ NO.2018-083345 NO.2 01 8-03 7329 NO.2003-021157 o o m / ,r 0 o ` �r il \\ I pz LI- I1 \., I 0 ICC\ —,I \\���� Oa SITE CROSS SECTION A-A & B-B - PLAN Z SCALE: 1"=30' (H) Q Z J 0 13. CD Z 0CL O D o 0 V < Q 190 190 W N z � r 0 U w 0 wrnr : 1- � w if J , C� N v�� _in in+ I- co fr � co �IQw o CD 0 HAW CCI~ J o 0 0 185 d W W_ 185 185 185 CV- _1 4'CHAIN-LINK PROPOSED w Grmw Grmw Grmaj oc U w W 4'CHAIN-LINK _ FENCE FOR FALL GRADE I Z a, wrN ZN � No FENCE FOR FALL D Lo co N0> o co J 0 rn PROTECTION EXISTING > • � � � GROUND - - - �i op Uri PROTECTION � arj N (D o Q o _ N r m .1 r Tr r fHo or W0 11 I<- L_il c? F.5 u_i \1.0 _ _ — _ _ _ �lo >II Uor �Ir > °J Q, W W W 0n W — � (nW 0U) W c c 3 u H 180 —.�( 180 180 ~ tv 3 a, a, ^' L L — — / .......7): EXISTING GROUND I m — — — PROPOSED \✓� � — _ — — --- GRADE a 175 — — 175 175 \ 175 O w O Z 0 O 0 / PROPOSED CONCRETE z 2 W > Q RETAINING WA_L. SEE W W R N DETAIL 2 SHEET S2.0 PROPOSED STORMWATER W W 0 PROPOSED PROPOSED CONCRETE 2 Q Cf)W Z m 0 co STORMWATER RETAINING WALL. SEE a, CC = W O co FACILITY DETAIL 1, SHEET S2.0 FACILITY o N m 0 0 ID 3:1 MAX SLOPE a W J 3:1MAX 3:1MAX O = W > ay3:1 MAX SLOPE O > — r SLOPE SLOPE 170 170 170 170 J cy CO 0 m D � � co u, m ° Wo 0 . I- aa a 0 0ii (1) Q CC m 0 Q 00 r a, CO CI 6 C 0 165 165 165 165 0 0 ----0 0+00 1 +00 2+00 3+00 4+00 4+70 0+00 1 +00 1 +58 z C — w SITE CROSS SECTION A-A - PROFILE SITE CROSS SECTION B-B - PROFILE Project SCALE: 1"=30' (H), 1"=3' (V) SCALE: 1"=30' (H), 1"=3' (V) WESTON OAKS PUD c") 0 SCALE No. 30 0 15 30 141-033-19 tr---) m Type a 1 INCH = 30 FEET ENGINEERING m \,.....1.0/ Sheet 0 L 0 1 m COT CASEFILE # SUB2020-00004 .1 TREE POINT TABLE LEGEND a I 1 POINT # DESCRIPTION "' �_ \ . EXISTING TREE LIKELY TO BE RETAINED \N / 6038 DE-10 1—TREE NUMBER w I N I 6043 DE-10 ,.‘� EXISTING TREE TO BE REMOVED I.L r /R ccn J oo / a aU ,' n2 \i ••/\\\ / / 6044 DE-12 - - - -362- - - - - EXISTING 1' CONTOUR z _I a �\` --° N" 6050 DE-10 — — — 360- - EXISTING 5' CONTOUR Z z 0 362 PROPOSED 1' CONTOUR II d 1-1 U3 / 6051 DE-10 0 CC \ / - 360 PROPOSED 5' CONTOUR N 2 — 0 NN. 6058 DE-14 EXISTING TREE DRIP LINE TO BE W z Z - — - SW TANGELA COURT 6069 DE-10 PRESERVED AND PROTECTED 0 g 0 0. • \ ✓ 6091 DE-10 O O PROPOSED TREE PROTECTION LL CL T FENCING 11 W o O cc No' \- . 6104 DE-18 z *EROSION CONTROL FENCE - SEE p 6114 EV-30 CIVIL PLANS* lij c_, Z o a Q = �\ PROPOSED RETAINING WALL z a 6117 DE-18 0 I- 6122 DE-10 U •,73 0 a 6127 DE-14 "TANGELA " 6138 DE-8 A. TREE PROTECTION SPECIFICATIONS - 1 .TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL DESIGNATE THE TREE PROTECTION ZONE (TPZ). 6139 DE-5 WHERE FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. N _ — LOT7 LOT6 LOT. IF INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE TREES, THE TPZ MAY BE ESTABLISHED WITHIN \ 0 ' 6140 DE-6 THE DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE TREES WILL NOT BE UNDULY c0\ 45 N \ \ N 6141 DE-8 DAMAGED. THE LOCATION OF THE TPZ SHALL BE SHOWN ON CONSTRUCTION DRAWINGS. ��, z°Cc, ti = _ _\ —�' �p ° ° = _ — — — — \ — — — — �� — — — — �l 2.PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY CHAIN LINK FENCING OR o � - O �— 82 J \ ° I cp 6142 DE-5 OTHER FENCING AS APPROVED BY THE PROJECT ARBORIST. PROTECTION FENCING SHALL BE SECURED TO ��� �P�• / 61�� \ \ STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE EDGE OF THE , o`` \ �� ....... ���� 1 \V A y 6143 DE-8 TPZ. / . t G� o _ _ I� 8 \ \ ,\ I /0\ \ 6144 DE-8 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF > ) - G \ TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. _1g1 '" —� — — _ I I I \N I 1 —N —\ 6145 DE-8 4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND WHERE PRUNING IS NECESSARY ONCE TREES \ I I \\ I 4 15 _ ►♦ \ \ I 6148 DE-6 RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR 2‹ Frv-- Rceu 1 2 3 ♦ \ 7 CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. \ y \ . �a� \ / \ _ \ \ N \x r�6 IL \ � 6149 DE-8 5.TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR Sg \ \ N\ \ I \ — - ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. — — 6150 DE-5 I/ Ir1 I \ N N I I \ j 6.STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT ��0 1 Q \ I \ I \ \ ♦ \ 6'\ \ I 6151 DE-8 WITHIN THE TPZ. ` ��g.. I I \ I �. 1 \ I 7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF r6Q\ j _L \ ,i- 6152 DE-6 EXCAVATION WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED AI \ \ ♦ — — cps \ DEED DOCUMENT \ 111 _ ,i, \ \ — — NO.98-080216 6153 DE-6 EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION WITHIN THE LU I IL — ^ _ _ / — \ \_ — \� — _ _ _ *le . I r • TPZ SHALL BE UNDER THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST. -18��g� I _ _ f \ — — — — \ ,, ♦ >� I 6154 DE-8 8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF V �V o �1 \ ♦ • I PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES REGULARLY, / W I1 TRACT'`" ° _ O_PEN SPACE``, _ _ _ N • \ 1l 6155 DE-5 AND PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. N • L Q II �r,>8 \'9 7'90 ' r�r rc92 N 1�3� ♦ I L— — — \ 9.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A 4 EUNICE LA , N—PRIVATE BEET_ �� ♦ 6156 DE-5 FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING N -"\11 +2\-- \ 7'>> N A� -, ) TRA T C PED PATH 6157 DE-5 TREES. LO 8 c rn 1( �� 6CL4 _ -yj� r78� `9 j �\ y\ — — — 6159 NOTES: Z 0) �_ — ® �® I 6158 DE-6 = — — — �� _. --®®®42 ®, , lt, i® : pi -, - - \ \\ \ 6160 1 .COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO Q 6 — r. m \ \ \ . 0 6153 6155 6159 DE-10 SUPERVISE CONSTRUCTION IN PROTECTION ZONE. J \1 - 603 ��� \ \ 61 7 6154 2.REFER TO URBAN FORESTRY PLAN PREPARED BY PROJECT ARBORIST FOR CANOPY RADIUS DIMENSIONS. Z 1, `�'� \ V _ �1g t 610 6160 DE-10 . 0 . /A* -7 — 1-`- __ y lXo9 \i 1 1 �� I \ I �� \ .1 2 ' 149 3.TREES 48673, 48676, 48696, 48697, 48698, AND 48700 ARE CLASSIFIED AS "LIKELY TO BE RETAINED" AND C.7 -050 60-1AP 60$8 T1 1 I I° / y-- — •—" — 6148 6194 DE-10 SHALL BE PROTECTED DURING SITE DEVELOPMENT UNLESS THE PROJECT ARBORIST DETERMINES THAT Q Lu _ ONE OR MORE TREES ARE NO LONGER SUITABLE FOR PRESERVATION, EITHER BECAUSE THE TREE(S) HAS 0 \ I I _�1v7 1 1 6 1 �` 1 13 - 614 �;�,� 4 > 0 \ \ , N .143 6233 DE-18 BECOME HAZARDOUS DUE TO EXPOSURE FROM ADJACENT TREE REMOVAL OR BECAUSE ACTUAL 0 I TRA� E TRACT D -- m v) \ I♦ - �� 5 �I , o 061 9 .g _, 614 �� R ♦ — — — — 6141 CONSTRUCTION IMPACTS WILL RESULT IN DETRIMENTAL HARM TO THE HEALTH OR STABILITY OF THE p �/�1 VPEN STORM/f �v v v ��♦ — ='' / 6234 DE-24 oC SPAC 1 F ; IIITY \\ \ 6140 TREE(S). THESE TREES ARE NOT INCLUDED ON THE TREE CANOPY SITE PLAN AND NO CANOPY CREDIT HAS 175 \ \ N 6138 BEEN PROVIDED FOR THEIR RETENTION. ADJUSTMENTS TO TREE PROTECTION FENCING AND WORK WITHIN UJ Q Q \J �' — \ \ \\ \ L —I— _ _ — ��\ — — 6254 DE-32 THE DRIPLINE AREA SHALL BE CONDUCTED UNDER THE ON-SITE SUPERVISION OF THE PROJECT ARBORIST. 0 I( I \ j 1 1 6234 I \ I \\_ — _ I \ I \I _ _ 6255 DE-32 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE PROJECT ARBORIST IN A TIMELY Z \ • > I � A MANNER PRIOR TO WORKING WITHIN THE DRIPLINE AREA. IF THE PROJECT ARBORIST RECOMMENDS W 0 j,/N�� 6 • 55 �\ y y y7 -1) - - _ \�r� REMOVAL OF ONE OR MORE TREES, THEY MAY BE REMOVED WITHOUT FURTHER REVIEW BY THE CITY. W H 0 >1 / 6,r)��4 �3�2 • o _, ®, o� �o�•�o ARBORIST TO MONITORV) >- +1�q 6254 1111111 \ \ o HOWEVER, THE ARBORIST SHALL DOCUMENT FINDINGS AND RECOMMENDATIONS AS WORK PROGRESSES. Ce W E_ �� "� / \ \ \ / - BOUNDARY TREE REMOVAL REQUIRES THE ADJACENT PR PROPERTY OWNER'SCONSENT. (� \ \ /_ �\ - EXCAVATION ALONG OU O QU SO CO S .- °� , — — L — /I NEIGHBORING TREES 1-----tt= -N I \\ \ / / 1 \ 61 b4 / 1 6a 14/ 611 6122 / 6127 NOTE: ,, 0 0 —\ / _ 6091 \ \ NOTIFY PROJECT ARBORIST BEFORE CV CV CV'71- >>3. _ - \ \ _ z u^ CONDUCTING ANY WORK WITHIN THE o 0 0 DEED DOCUMENT DEED DOCUMENT DEEDDOCU / ; CRITICAL ROOT ZONE OF TREES \ Na 2018-083345 N0.2018-037329 No.Zoo3-o 57 8ij- PROPOSED TO REMAIN. f6 f6 f6 'j' r\ I ARBORIST TO BE ON-SITE o 0 0 0 °C II \ I �_ TO MONITOR ALL z FENCES SHALL BE IN PLACE PRIOR TO 71 1 \ EXCAVATION ALONG THE CONSTRUCTION! = o I y I SOUTH PROPERTY LINE. I1-3 11 EXISTING TREE CANOPIES FENCE SHALL IDEALLY BE LOCATED AT �, >. I \� r\ TYP. THE ROOTOUTER PERIMETER OF THE ZONE. SEE TREE PROTECTION a, tea, _o Z v I1 I 1 ill \ I I PLAN. 3 v a N • DRIP LINE 71 8 p C a)o a = > v 5' CHAIN LINK FENCING I TYP I / 2" MESH CHAIN LINK SECURED TO m y 1-1/2" DIA STEEL OR ALUMINUM POSTS I Ir I I 1 TREE PROTECTION DETAIL �� CRITICAL ROOT ZONE (NOT TO SCALE) TO BE PROTECTED a_ Z �/ \ N 0 p � 0 Z LO o I wW > o rr CC N I / o W ZW p CO ICO / CC ce IWOz 0 Lo �I _ NWJw 0 / J N z �� 2 / \ D L) a � w N / \ m o — wa co °/ 11 / � �1 co oCV :4 7 //// o c 'I I // 0 II -- 4/ z C w Project a� ✓/ r CO WESTON OAKS PUD o No. SCALE 141-033-19 14 20 0 10 20 Type U 1 INCH = 20 FEET ENGINEERING 0 Sheet m j COT CASEFILE # SUB2020-00004 C2.2 1 LEGEND _ aL'AQ PROPOSED EASEMENT LINE I D U Q PROPOSED CENTERLINE -0 I N — — PROPOSED RIGHT-OF-WAY LL I 0 J 06 - - PROPOSED LOT LINE _, J •BOUNDARY LINE Z `� 0 a 0 z Z 0 > 0 PROPOSED CONCRETE SIDEWALK I a X c PROPOSED COMMERCIALLY RATED, L N �' I I THICKENED SIDEWALK SECTION x0PROPOSED PAVEMENT _ _ = OM W - o x - PROPOSED STANDARD CURB p W cr ` ;w Zs XSD PROPOSED WEDGE CURB Z J a •x G x Z l PROPOSED STORM LINE & MANHOLE a U a A cj O PROPOSED SANITARY LINE & MANHOLE x 0a PROPOSED WATER LINE AND VALVE SSMH RIM 185.38' — I. P'1 ® PROPOSED 1" WATER SERVICE & METER N a ._ 0� m XX = "TA N G E L A " 0... PROPOSED STREET LIGHT z� ' o 9 ci_ a • LOT 7 LOT 6 LOT 5 ��� ��P� 0, O O• p XX 0 - N WATER NOTES �•, �, -iI 8 .0 ± — � • �� a r > - ± dig - - - - - - - - - — — O INSTALL 1" DOMESTIC WATER SERVICE PER CITY OF a o \ a - - - 2 1 TIGARD DETAIL 520 (TYP.) II O o 6 INSTALL 8"X8" LIVE TAP WITH 8 GATE VALVE (MJxF) 0 g 1 o+ 22 THRUST BLOCK REQUIRED. X T O INSTALL FIRE HYDRANT PER TVWD DETAIL 502. -iI > \1 0 ) I I I I I 1 1 1 - - - - ��' ST. STA. 9+98.65, 15.50' RT - SW EUNICE LANE LEG X -'- \ I I 2 I 3 I 4 I 5 7 I .4r SSMH EIN 180.78'NORTH I / PARCELI 1 , SANITARY NOTES 8"IEINNORTH -, '^ 7 A SSMH-B1 1 �� • EN:LT SOUTH J CHANNEL 172.25' \ — — — — CONSTRUCT NEW 48" SANITARY MANHOLE OVER 1 EXISTING LINE. CONTRACTOR TO VERIFY DEPTH a8 I Q I I I I I IM I PRIOR TO CONSTRUCTION. X'r I I I O I - - - - I 2 PROPOSED 4" SANITARY LATERAL (TYP.) XG I, I�i O 410 NO.98-080216 DEED DOCUMENT SSMH-Al - o O / — — SSMH-A2 Ii: I. 9 STORM NOTES ��I M TRACT • - OPEN SPACE ��_,;, - _111 2 1 L ki _ _ _ / mem I PROPOSED WATER QUALITY AND DETENTION FACILITY �� - - •EA 1111 TO TREAT AND DETAIN RUNOFF FROM THE SITE.11 ��OI ' 11+00 12 00 1 13+00 ,T © - - I CONSTRUCT 60" PRETREATMENT WATER QUALITY _ ImmoI E A E - PRI A iii -U ■ � 3 _ TRACT C PED PATH MANHOLE. Z cr 0 L ti - - - - — mumon O PROPOSED FLOW REPORT FOR DETAILS. MANHOLE. SEE STORM I®■■ �� �� I- ,, IM 1� !, o oc U) L - 1I I ',E - m I - ��, = _° = ��'� - - - - - - 2 - - - - - � \ III 1 O ,, 4 OUTFACE TO EXISTING DITCH. W D 0 r� 4� © $of t p X O �Ih III 1 I I I O I I O PROPOSED 4" STORM LATERAL (TYP.) N Q Ir I GI I 16 I 15 I 14 I 13 �� - - - - •0 0 0 . - . w _ I TRACT E G Ii PROPOSED OUTLET PROTECTION. a Z X I SSMH-B2 / II 1 1 O ,., OPEN �� / �- SPAC� II o i I 0j PROPOSED 4" STORM LATERAL TO EXISTING RAIN GARDEN. '- MI 0. _ TRACT D I I I I I I PROPOSED MANHOLE TO INTERCEPT UPSTREAM STREET (,) > U co I I STORM U I I I I ,� 1 2 DRAINAGE. if + V g PROPOSED 4 HIGH CHAIN-LINK FENCE ON WALLS AT 0 0 0 I • FACILITY _, N N o I 1 ,� GL i _ / o \ 7 STORM FACILITY FOR FALL PROTECTION. o 0 0 / I IN • - - 4- - - - 10 PROPOSED 4'-HIGH CEDAR SPLIT RAIL FENCE AT TOP OF POND SLOPE. *' *'Cij ( cr)o G G G cc T + — �� I LATRALPERAPPROXIMATCLTMTIONOF co 11 INSTALL INSIDE DROP MANHOLE. y� _. a LATERAL PER COT MAP / J.�l�i X I L 2i _ II x ZLn < o < DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT :N THICKENED SIDEWALK SECTION, COMMERCIALLY RATED cD m o L, co / NO.2018-083345 NO.2018-037329 NO.2003-021157 0 0 12 FOR WATER QUALITY FACILITY ACCESS PER CITY OF '• o o TIGARD DWG. NO. 143 - o - ai L. Z v To �— pz EASEMENT NOTES 5 3 N " VI L cu 1 o a I. G G cc a 2 > CO 8.0' WIDE PUE. �; H c: 'I a © 10.0' STORM WATER EASEMENT. m o I >,>, x :41 Ia I FRANCHISE UTILITY NOTES I xX U) o0 cv I O REMOVE AND RELOCATE EXISTING C� ac0 pWC O ZO Co •.,f COMMUNICATIONS POLEU o I Z wW > a 4 / N . Q Wz go) 0 0 // cc zwOz °` � m0 (V Q SSMH RIM 169.55' ` 8"RCP IE IN NORTH / (V W —I W LO 8"RCP IE OUT SOUTHWEST cD > W r 0) CHANNEL 161.25}C', t� / I- CV = Z > / Ac2 TRACT NOTES J 0 SSMH RIM 168.83' o /� 1c OO 1 . SW EUNICE LANE WILL BE A PRIVATE STREET, OWNED m O - 0 0 AND MAINTAINED BY THE HOA WITH A STORM AND I I- < Q Q X1 / �� �� '. y+� SANITARY EASEMENT TO CWS OVER THEIR ENTIRETY. Cn 0 CC m co Q o h 2. TRACT D WILL BE A STORM FACILITY TRACT OWNED BY a T 0,, THE HOA, WITH A MAINTENANCE EASEMENT TO THE o / } CITY OF TIGARD OVER IT'S ENTIRETY. c a) 3. TRACTS A, C, AND E WILL BE OPEN SPACE TRACTS, z 0) OWNED AND MAINTAINED BY THE HOA OR CITY UPON _ c FURTHER REVIEW AND APPROVAL. w 6 / Project T W.ESTON OAKS PUD co co SCALE No. 0 • 30 0 15 30 141-033-19 ii m m m Type 1 INCH = 30 FEET ENGINEERING m ► Sheet 0 L pp COT CASEFILE # SUB2020-00004 C3.0 1 ' , L LEGEND,----/ I a Q L," PROPOSED EASEMENT LINE Q I <° - PROPOSED CENTERLINE ry rc.. ¢ c, ° < - - PROPOSED RIGHT-OF-WAY V o J 06 D2 ve PROPOSED LOT LINE Z • 0 E 2 ' 0 BOUNDARY LINE r� w O U " T A N G E L A " PROPOSED SIDEWALK/DRIVEWAY v 5 I L BY HOMEOWNER n ¢ a PROPOSED SIDEWALK/DRIVEWAY WITH LLI v! • — Q PUBLIC FACILITY INFRASTRUCTURE PERMIT z z 0 d LOT 7 LOT 6 LOT 5 e a , PROPOSED COMMERCIALLY RATED, N 0_ W THICKENED SIDEWALK SECTION LL N X 2 5 N Lll o o r PROPOSED PAVEMENT W 0 M O Z o - + � � 0 — - - - - - - 7 — ZzQ r Ja I PROPOSED STANDARD CURB & GUTTER 0 hid I I 6 _ PROPOSED WEDGE CURB 1-1 Lu 0. - 0 I I I I •U o+ - I El PROPOSED MAILBOX r 7 7 r _ _ _ � _ _ _ _ , — CONSTRUCTION NOTES N I I I I O WIDTHnIS BOUILT OUT IN THE UTUARKING" SIGN IL FULL RE CURRENOOT T PROPOSAL `����� •• o��d N PARCEL 1 I I I = iX 7 SHOWS ADDITIONAL 2-FEET OF PAVED SURFACE ON WEST `�o` zc 0 o°°� i SIDE OF STREET FOR A TOTAL 20'-WIDE PAVED WIDTH o �� o Q D 2 I 4 5 I )< I WHERE REQUIRED, AS SHOWN ON PLANS. �Z�^ 0 . �� _ 1 2 3 / ��° 1- 0 SAWCUT AND WIDEN 95TH AVENUE TO A HALF STREET • t If 20 00' - - - - - - WIDTH OF 18', SEE TYPICAL SECTION SHEET C4.2. 60.00' 21.00'i I I I ---4- _ INSTALL COMMERCIAL DRIVEWAY PER CITY OF TIGARD 8.00' I 8 O DETAIL 143, SHEET C8.0. SEE DESIGN DETAIL, SHEET C3.2. f18.00'i I I I THICKENED SIDEWALK SECTION, COMMERCIALLY RATED X 04 PER CITY OF TIGARD DWG. NO. 143. 30.00' STA. 10+23.30, 14.0' RT - 1 1 +36.60, 14.0' RT _ W I I I I / - - - - - - II W I I I PROPOSED I o CC O I g /EDGE OF AC o - - - - - I w - - TRACTS SPACE U ���, _ — — — — — O1 GENERAL NOTES J # SEE SHEET C3.3 FOR CURB RETURN 00t- � 12+00 13+00 03+31 � - - - ELEVATIONS AND PROFILES 1 b 00 11+00 _ - I - - I - o - - - CL — I — I 26.00' 27.00' 2 TRACT C PED PATH w © 0SWEUNICE LANE - PRIVATE STREET 0 — — — Z wI a - � - - - - - - - - X XX -Apr\ \ X a / - X Q I - - - — ME , a , 10 H z r- \\ I I W 0 I I I I I I I W oLu CL j 1 0) TRACT E TRACT D I I I I I 1 — — — — — — N o I OPEN ❑ STORM o 1 _ J v a SPACE ° FACILITY 17 16 15 14 13 1 I I .1Cr O I I I I I I I 11 I z II ° I I I I I I W ° 0 w '- CD D O I O N N N Co I I I I I ICD CD CD SEE 7DETAIL - I I 12 THIS SHEET I I I II I o 0 0 ._ a, a, I) CD CD CD L.Li c c c PROPOSED Ic CC EDGE OF AC I O - - - — rn _ m co != Tr CD d- C c °i ai _a a) Z v io auo 3CU CD ~ ^ 445 N W ,Ln--1 .cu L 3 • cu L 0 DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT (7,1 o G 0 cc a > NO. 2018-083345 NO. 2018-037329 NO. 2003-021157 v o 00 o o GEOTEXTILE NOTE I z PAVING GEOTEXTILE MAY BE REQUIRED BY INSPECTION STAFF ON THE BOTTOM OF THE I S: 173.39 I FINAL TWO INCH LIFT AT ANY JOINTS BETWEEN THE EXISTING PAVEMENT AND NEW I L PAVEMENT SECTIONS. THE PAVING GEOTEXTILE SHOULD CONSIST OF PROPEX a I PETOMAT 4598 OR PETROTAC 4591 OR AN APPROVED EQUIVALENT. THE Cn 0 0 z I TO: 173.76 I MANUFACTURER RECOMMENDS THAT THE PAVEMENT GEOTEXTILE OVERLAP THE NEW 06 pwC O z ici G: 173.26 I AND EXISTING PAVEMENT SECTIONS BY THREE INCHES ON EACH SIDE OF THE JOINT, Z U g IQ: o -I I o AS LONG AS THE JOINT IS LESS THAN Y8" WIDE. PAVING GEOTEXTILE SHOULD ALSO BE cc W > < NI i TC: 172.92 6.00 cb PLACED OVER ANY CRACKS THAT ARE OBSERVED IN THE EXISTING PAVEMENT AFTER cc W 0 0 I G: 172.92 S: 172.99 MILLING AND BEFORE PLACEMENT OF THE NEW OVERLAY. FOLLOW MANUFACTURER'S -2 < W W m W N I I RECOMMENDATIONS FOR JOINTS/CRACKS WIDER THAN %CY) 8". CC H W O •000°, M Lo o I I •000 S: 172.93 Q o W W W - + CDC 000 1.3% J N QLLw,rI ,00 � 000f- > _ O > I 00o N � 5 -E 0 I I _ Oz0 T I TO: 172.86 I m w � cWn0 o I I G: 172.86 (1) < CC in Col co o I I Q 14I C a) CD a) o Z / / - w / 6 / Project T WESTON OAKS PUD o / / r/ No. / ADA RAMP DETAILED GRADING 1 SCALE 141-033-19 / SCALE: 1"=5' (H) 20 _ _ �0 20 Type oo / 0 - - ENGINEERING m / 1 INCH = 20 FEET Sheet 0 L pp ���� / j COT CASEFILE # SUB2020-00004 C3.1 a D I- w ► 18" 0 = Q � I � Q N 1" 1 ► 12" 6" R J 06 U z JP 3" R1 Om . J = 1� a Q Z z Z 0 , UR3/4" R 1/4" WEDGE CURB NOTES: 0 > 0 9 AR-1/2" 2-5/8" E I 0_ CONSTRUCTION NOTES ° ° ° ----... 1 . ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE I0I1 z 9" MIN ° ° SHOWN. v� S: 178.66 1, Aa R 3/4" 1/2" €1/8" W ' Z 0 63/8 0 a TO: 178.59 ° a 2. EXPANSION JOINTS SHALL BE PLACED ONLY AS Q z 1 TRANSITION FROM FLUSH AT BACK OF SIDEWALK TO STANDARD WEDGE CURB. G: 178.09 6i A °C 'o0o0o0o0o o0o SPECIFIED. -i 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 1 L -1.5% A 0000000000000000000000000000000000%0 m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 M 0 0 ,0 0 0 0 ,0 0 0 0 ,0 0 0 0 0 0 0 0 0 0 v o 0 0 v o 0 0 0 o 0 0 0 0 0 0 0 c> 5 W DO 0�0�0� °0� �0�0� �0�0� �0�0�0�00000� J CO 0 0 .,> 0 0 0 .0 0 0 0 .0 0 0 0 0 0 0 0 o INTERVALS UNLESS OTHERWISE SPECIFIED, AND SHALL J000�0000000�00000�000°0°0°0°0°000000° ° ° W . a ri o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXTEND AT LEAST 50% THROUGH THE CURB c� Z F, 0, 0, 0 z w J a 15.00' r ! WEDGE CURB 4. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. O _ H S: 177.53 S: 177.38 1 g 1 ~ > 0 LL U a NT _ _ _ -0.8% 0 TC: 177.50 /1- °P ° IL(), 1.8% G: 177.50 :`// -1.0�° I N 1 �� R.O.W. PROPOSED N TC: 177.43 I - 0' R.O.W. ���� o j/2 m G: 177.437. 1 30' 6.0' 8' PUE o��,Lu a°0, y = S: 177.50 PARKING z "�" `� 0_ w o . D TC: 176.79 -1.3% LANE --,N. 0�P�• �, c, G: 176.79 \ S: 176.86 I 0.5' CURB / I �1f • t' cIC 38.00'�•- r - l'CoL, a 2. % 18' 5' _6.5' S: 176.22 1 TO: 176.15 I VARIES G: 176.15 I v����.����.���. EX TIN ISG 3.0% y21zA • Y �v,14 •\&,,A, �� CONCRETE CURB -1. /° y AND GUTTER � 2" OF 3/4"-0" CRUSHED ROCK 3" LEVEL 2, 1/2" DENSE HMAC Tr 6.00' I / ° S: 176.14 _ - S: 176.42 - - 8" OF 1-Y2"-0" CRUSHED ROCK 3" LEVEL 2, 1/2" DENSE HMAC COMPACTED TO 95% OF MODIFIED COMPACTED TO 92% OF RICE PROCTOR ASTM D1557 DENSITY (TOP LIFT) 92% OF RICE ° .S: 176.32 12" OF COMPACTED SUBGRADE SOILS DENSITY (LOWER LIFTS) AASHTO T-209 N / 1.5/° TC: 176.25 I APPROVED NATIVE OR 95% OF Z � G: 175.75 I STANDARD PROCTOR O J r!c' � Q TYPICAL NEIGHBORHOOD ROUTE v Q SW 95TH AVE. W N.T.S. c/) z TRACT 'B' COMERCIAL DRIVEWAY DETAIL W < Lu O0 11.5' PUE PL PL 11.5' PUE LJ.It p CL SCALE: 1"=10' (H) I. W 2 O 27' _ 1' CURB 1' CURB in > v p 26' _ Q 0 ce U CI _ 11 p z 5.5'SIDEWALK EASEMENT - 5.5'SIDEWALK EASEMENT V Q 0 O INSPECTIONS CHECKLIST 5' SIDEWALK _ _ _ 5' SIDEWALK Z w> _ I' Q > U f Ti'I'�'IITiI=I'I l w.emmum 3.0% A MINIMUM OF 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT CONSTRUCTION WORK WITHIN THE CONCRETE II --_ I GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT INSPECTOR (KENNY FISHER AT 503-816-6164), =IiI,111„�III-���-I o - - ��� I --III III I I _ - I I III-Ili- iii III ui ui ITI=r r r o I-I I-IINI INI-_H = - - - I III I + STA. 11+04.71, 21.8' LT °a 111-111-111-111-1 --III 1 i IIIIII1-1 i IIIIIi1-1 i IIIIIi1-1 I I111-I i IIIIIi1-1111-1 iI=IiI=III=III=III=III=III (IIII = 0 0 0 - IIIIIIIII:1111I I I III III III=111 III =III II CONCRETE TC: 182.47 r S: 182.54 uiIIIui uiIIIuiIIIup 1HIIIIuiII - -- - - IiI-III III_ �-III..III III„i=III III IIII�IIII III III=IiI IiI= � � �>, WEDGE CURB c) G: 181.97 REQUIRED INSPECTIONS: AT A MINIMUM, INSPECTION BY THE CITY INSPECTOR IS REQUIRED AT THE START 2 LEVEL 2, 1/2" DENSE HMAC 3/4"-0"- - -- • 4" OF CRUSHED ROCK a, a, a, • AND END OF EACH OF THE FOLLOWING WORK PHASES; 3" LEVEL 2, 1/2" DENSE HMAC 4" OF 1-Y2"-O" CRUSHED ROCK CD w COMPACTED TO 92% OF RICE COMPACTED TO 95% OF MODIFIED c c c cc ��� GRADING DENSITY (TOP LIFT) 92% OF RICE PROCTOR ASTM D1557 ,�? DENSITY (LOWER LIFTS) AASHTO T-209 Q m 12" CEMENT TREATED SUBGRADE o I 1 TC: 181.43 S: 181.50 CUT & FILL STAKING dr G: 181.30 FILL PLACEMENT/COMPACTION TYPICAL PRIVATE STREET o a; •• TEMP. DRAINAGE WORK c' Z 3 Ta 1 DUST/EROSION CONTROL SW EUNICE LANE EAST-WEST LEG 5. c u . STA. 11+24.72, 18.0 LT ool �o ul -> •o L TO: 180.84 ' + N. S: 180.91 SANITARY & STORM SEWERS N.T.S. o 0 cc a = > G: 180.84 -1.5% V I MH & CB STAKING " PIPE INSTALLATION/BACKFILL TRENCH COMPACTION TESTING 11.5' PUE PL PL 11.5' PUE m Lo�., AIR & TV TESTING 1' CURrB �_ 21' /� PARCEL 1 REPAIRS/RESURFACING 1' CURB a Z TRAFFIC & PEDESTRIAN CONTROL \ 1 OUTFACES/RIP-RAP 1 20' CC W z Lf) TC: 179.99 S: 180.06 1 (J O w p Z Cri 01 G: 179.99V �� () Q H O 0TRAFFIC CONTROL 5.5'SIDEWALK EASEMENT - N ' 5.5'SIDEWALK EASEMENT z w W > I- roR 0 5' SIDEWALK 5' SIDEWALKN t� TCI: 180.16 ' co S: 180.23 PLACEMENT OF SIGNS - o ac oN G: 179.66 -1.5% V Z O SEQUENCE OF SIGNS w m Co APPROPRIATENESS OF SIGNS C w 0 z N 3.0% III I STORAGE OF SIGNS WHEN NOT IN USE � TI"IIIIIII=III Q `., m 0 a t , SUFFIFLAGGINGCIENT MPLAN BERS OF FLAGGERS "'IIIIIIIII' II -II%'IIII II =III= =III = =I I="II ,IIII IIII„II II IIII IIII IIII IIII IIII III IIII'-'I IIII IIII'IIII r'' al2E-CriEjRBN Q Iw�i wo CERTIFIED FLAGGERS CONCRETE -III_III_III_III 'IIII IiI = =III -lil= Lij _I = Z .._I II 111 1, III ITI v WEDGE CURB ii II I ,> - N O PROPER TRAFFIC CONTROL IN PLACE 2" LEVEL 2, 1/2" DENSE HMAC D C 0 m N 4" OF 3/4"-0" CRUSHED ROCK 3" LEVEL 2, 1/2" DENSE HMAC COo w 0 4 PARCEL 1 - RESIDENTIAL DRIVEWAY DETAIL WATERLINE 4" OF 1-Y2"-0" CRUSHED ROCK COMPACTED TO 92% OF RICE 1 Q cnz o COMPACTED TO 95% OF MODIFIED < cc m a SCALE: 1 -10 (H) PROCTOR ASTM D1557 DENSITY (TOP LIFT) 92% OF RICE ( 0 0 o DENSITY (LOWER LIFTS) AASHTO T-209 Q o NOTE FOR SEWER ACCEPTANCE: THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES 12" CEMENT TREATED SUBGRADE - CONSTRUCTION NOTES INSPECTION SCOPE END OF ONE-YEARPROCMAIINT NANCE PERIIOD) TTHEOBALL/ ANDPFLUUSHINOG OR PR ETARODD NAG TYPICAL PRIVATE STREET THIN THE OF THEIR T CLEANED A MUM OF IOR CE o L METHODS ARE CONSIDERED ACCEPTABLE. PRE-ACCEPTANCE TV INSPECTION IS REQUIRED PRIOR TO TRANSITION FROM FULL HEIGHT (6") EXPOSURE CURB AT STA. 1 1 +04.71 , 21 .8' LT TO SCHEDULING PLACEMENT OF THE OVERLAY. SW EUNICE LANE NORTH-SOUTH LEG Z cO ZERO EXPOSURE CURB AT DRIVEWAY THROAT AT 1 1 +24.72, 18.0' LT. N.T.S. w ?":55 Project coi INSPECTIONS NOTE WESTON OAKS PUD Co No. 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS CHECKLIST SHOWN 141-033-19 N ABOVE. Type ENGINEERING 0 Sheet L pp COT CASEFILE # SUB2020-00004 C3.2 � I I I I \ I I I a U l' ,,, IN 0J 06 �• oa2 1z 0 - - - - - - - I 0 ' 0 CC \ W • Z 1 SW EUNICE LANE - PRIVATE STREET LEG p - o 1 1 - - I 3.0% - - - + - - - - - 3.0% H I I 0_ W ��yy 11+00 1 '70+00 I 9+00 I LL = 0 N kg 0 0 +8 I Wow � PC TC: 183.99 TC:181.56 PT z Z o G: 183.74 0+00 TC:183.65 1 3 ATC: 181.84 0+45 G: 181.31 Z w J a - - - - - - - - - - - G: 183.40 4 A 4 G: 181.59 - - - - - - r I . u_, \ � IIn o TC:183.29 2 A 1 A TC: 182.00 it I LL �, d k \\\\\\\\\\\\\\\\\\\\\\\ G: 1.83.04 G: 181.75 D� l / I 5: 184.06 �� \\rr� I / f>o3 S: 183.38 '6' 1 \N\(PR \ TC:182.94 4 A 3/ N I \'Q \ G: 182.69 1 A TC: 182.03 \ / 0j/ m 4 G: 181.78 \\\\ I ��- ` moo)y N c. � � I W � TC:182. PT </ c° H- G: 182.34 t G o 1 1_5° -3.0% -3.0% 0 1.•°, Zti 5 C 1 S: 182.66 k S: 181.92a 0 PCTC: 181.851 3 I G: 181.60 I W i_ I Z W k 1 W I 1 I - - _ - - _ W ♦ - - - - I - - - - - - - - U - �- - - - - - - - - _ _ I W 1 z i 1 ' _, ' Q 1 tW ®3 I ' I 1 E / VI I I 0 W CURB RETURNS #1 AND #2 - PLAN LL SCALE: H: 1" = 10' 0 CC z CL o Z w CC CL D O p o_ o CURB RETURN DATA CURB RETURN DATA W < Q CC 0 CD CURVE DATA STREET CURVE DATA STREET COO `L STATION STATION CC 1_ 0 PC = PC = w 0_ O 10+40.46, 9.50' LT A_ © 12+92.29, 12.50' RT V U 89°10'45" SW EUNICE LANE LEG 90°49'15" SW EUNICE LANE R= 28.00 PT = R = 28.00 PT = CV CV N N N T= 27.60 12+93.47, 12.50' LT T = 27.60 9+58.45, 9.50' LT L = 43.58 SW EUNICE LANE L =43.58 SW EUNICE LANE LEG o 0 a, a, a LL CD CD CD W CI c c oc 61 Q Q M Q9 coo ri O d- d 01� a c c 3 z O CO -I °A 3 °J ^' ++ fA L L 185+ r c 't a 185 184 184 a L a o v O I I 6, 6 -IN cc a x > li r CO CO a d Q W + r N. 0 a d O M rHv rla I rIN a J II r O O O O O LO colt/ T co w 1 > N1- O (0 I- 00 Mr 1- I'. LN- u) O) r r > > I- W O a_ 0 (O rr CO 03 I . 0_ 0_ I- _I II NN rap r0 Nap I 184 u) w - > M � i0A 184 18 arp + r or + r Mop c i-183 L � HJ 0 II c� N + r o II ii 11 II 0 II + r rT d - 3 y2/ » Q W 0 0 0 > H w F- w < w II ii O > + co ' V J ° W Z 0 33 dd � W II II QJ U) W U) W cAW � J II II cr O O O 0 r% _ 4 as I- _I � w o_ la_ as as � w Qw z W W > Q N 183 3. w 183 18 d w w182 cc CC cv ` �2� 0.41°10 - -0.32% - - = < W Z go) O o FINISHED GRADE @ - d 5 1.42/0 " 1.93 5 5 o fn FINISHED GRADE @ W co TOP CFCURB - �32y� O * �24�,- CC H W O Z In FINISHED GRADE @ 7 - TOP OF CURB ,'ci) 0 EXISTING GROUND @ H N Q IL W EDGE OF GUTTER PAN O > W >- 182 182 181 181 _I c) _ EDGE OF GUTTER PAN Z a` EXISTING GROUND @ N CO O 5 0EDGE OF GUTTER PAN FINISHED GRADE @ CURB NOTE: m O Z W 0 co EDGE OF GUTTER PAN 1 In Q W < m Q co 181 181 180 180 CONTRACTOR TO CONTACT PDG p p 0 INSPECTOR AND WASHINGTON COUNTY Q r 0+00 0+10 0+20 0+30 0+40 0+44 0+00 0+10 0+20 0+30 0+40 0+45 INSPECTOR FOR STRINGLINE INSPECTION a{ ta AT LEAST 24 HOURS PRIOR TO PLACING o 15) c CURB. .E CURB RETURN #1 - PROFILE CURB RETURN #2 - PROFILE a) SCALE: H: 1" = 10' V: 1" = 1' SCALE: H: 1" = 10' V: 1" = 1' z c .5 c w o) Project col WESTON OAKS PUD co No. 9 10 SCoALE 5 10 141-033-19 N - Type 1 INCH = 10 FEET ENGINEERING 0 Sheet L ca COT CASEFILE # SUB2020-00004 C3.3 0$11-1 JU - - - - -' CONSTRUCTION NOTES LEGEND a U Q I w - -TRACT - - ^,I-�,pAC E - x I - - - _ _ _ INSTALL CONCRETE SPLASH PAD PER DETAIL PROPOSED EASEMENT LINE 0 Q M iti ' x - PRIVATE STREEO SHEET c4.1 . _ I N PROPOSED CENTERLINE �Ny w X �� • _ SW EU N IC AN E I I PROPOSED RIGHT OF-WAY N -36D163 35D164WQ BEVEL PIPE PER DETAIL SHEET C4.1 . PROPOSED •LOT LINE �° f INSTALL 4 HIGH, BLACK VINYL COATED, z a SDLN-03 SDLN-04 - - BOUNDARY LINE Z Z O x x _ X 2 P2 2NO 3O CHAIN-LINK FENCE FOR FALL PROTECTION ON r1 0 U I ® r COo WALL PER CWS STD. DWG. 740. SEE CHAIN LINK PROPOSED SIDEWALK/DRIVEWAY V = I d >> 35D165C W o r>B�O r�9 'I-iii, _ - - CC FENCE I CONCRETE WALL CONNECTION DETAIL, BY HOMEOWNER n z - `" I - 0 '' SHEET C4.1 . v, ¢ a a x X / �� PROPOSED SIDEWALK/DRIVEWAY WITH W Z x I - I _ I , 1 PUBLIC FACILITY INFRASTRUCTURE PERMIT z 0 d I - - II II = - . I WI _iC - _ _ PERMANENT 4 HIGH WESTERN RED CEDAR SPLIT z 01 r 35D162C 9.00' m j '� C n O O z 4 RAIL (2-RAIL) FENCING SHALL BE PROVIDED PROPOSED COMMERCIALLY RATED, J (7 o 111 i `\� X - � ' � OUTFACE#1 I I BETWEEN THE DEVELOPMENT AND THE OPEN THICKENED SIDEWALK SECTION LL N X 2 x ���� SDLN-01 ` , _� �� I35D164F SPACE TRACT PER DETAIL SHEET C4.1 . FOLLOW W o 0 35D167FC4 O IIE=171.98 I I CWS STANDARDS FOR FENCING AND SIGNS. SEE ¢ M I z v iw PROPOSED PAVEMENT �� - o-35D168 / CWS DWG. NO. 790, SHEET C9.4. W Q o �X ± X A " rXoo o A 16 z z J a • 00 35D166 c+ k1 1 75 100-YEAR OVERFLOW. SEE SHEET C4.1 FOR PROPOSED STANDARD CURB 0 5 h -- ,a XVV I TRAC 1 ± O i_u_ 1 'I / co DETAILS. PROPOSED WEDGE CURB ~ > 0 1),,JIN�� x OPEN TRACT D I I a d O INSTALL CHAIN LINK FENCE AND GATE FOR WATER PROPOSED STORM LINE & I QUALITY FACILITY ACCESS PER CWS DWG. NO. / MANHOLE x i x �°-'I I SPACE 0+00 ST R M �� 1+77 I 1005, SHEET C9.3 PROPOSED SANITARY LINE & X wI i FACILITY _ 0 DEEPENED WALL FOOTING IN THIS LOCATION FOR O MANHOLE x O2 STORM PENETRATION. PROPOSED WATERLINE, N la _ VALVE & BLOWOFF P� 0� m I ,.,(\ 7' x I / 11 I PROPOSED HYDRANT z� a /// CO w rn x I I O��r�0 . O cc I SS jr-TET) O-' PROPOSED STREET LIGHT � o` 1-r / �� a '�. a J 1 - - 7 ■ o ��` APPROXIMATE LOCATION OF - PF -(1_-; up) 1 LATERAL PER COT MAP T 4 03 x I , 1 WATER QUALITY TRACT GRADING DETAILS SCALE: 1"=20' (H) r CLASS 'B' BACKFILL V 180 -CLASS'A BACKFILL- 180 Q 180 -CLASS'B'BACKFILL- 180 185 I -CLASS'B' BACKFILL .--1 185 185 [-I -CLASS'B' BACKFILL- 185 < w EXISTING GRADE Z O o LCV ci1. J O w N Z Z Lo Z N PROPOSED r• N. }} o NCD GRADE I- o+ 7 Ho+ a cc 0~C0 N J Q PROPOSED EXISTING CII- J CC I- _1 O Q w O Q w Li L.LJ > QQw � O > 0O > D O GRADE � U) w I-I cn w �I� � p - ..j ��( p GRADE _ _ _ I O ��� w ❑ WATER QUALITY �I� u V Q Q - - - ■ ✓ _ _ FENCING CC O U STA: 0+13.50 1 - _ ■ o W z 1 - I Q O / w O 175 175 175 ■ 175 180 0 1180 180 I O I 180 j U 1 / ■ OI I \ / ❑ EXISTING 0 GRADE 0IV CV CV1 ■ OUTFACE#1 O 35D164F EXISTING CV CV CV 0 0 0 p =NIA IE=171.98 WATER QUALITY ❑ WATER QUALITY GRADE LL FENCING FENCING O WATER QUALITY I cc ■ STA: 0+5.00 STA: 0+69.4CD CD CD LJJ 4 I FENCING p p p STA: 0+90.52 ■ Iii� ❑ FREEBOARD_ = 1�6�42 FREEBOARD = 176.42 0 m o 75.30 LF No• 1, - ri 12" PVC D-3034 �� _ - - - ' / >. STRM SEWER 'sett --- ° 16 °1 Z v To 170 v 170 S=0.0061 c c 3 `^ �n 170 170 175 175 175 \ 175 G G • I 28.50 LF WQ = 173.70 WQ = 173.70 - _12" DIP PROPOSED GRADE / PROPOSED GRADE m STRM SEWER PROPOSED PROPOSED 60.01 LF S=0.0056 CONCRETE TAINING CONCRETE RETAINING _12" PVC D-3034 10.68 LF WALL WALL o_ STRM SEWER 12" PVC D-3034 / S=0.006 STRM SEWER 3:1 MAX SLOPE (n p p 9.65 LF S=0.0031 3:1 MAX SLOPE a O rc o z co 0 W Q O Z < 1 STR SEWERD POND BOTTOM = 172.0' ccW > Q N •=0.0067 POND BOTTOM = 172.0' WCLLU 0C CC cc cc ° 165 165 N 165 - - 165 170 170 170 170 co : Q 2 W m 01- 0 o Nm ° p N W W 0 p0 0 ~ N2W > a Zr zO �Opp pp � O co ci O ONM O co O °0 O ° coO r O° 0o (0 co1- NTII � � U 1- C\j � 0p fA Z LM z vi O ONO 11 O i- II O r .1 I U O N � ^O r UO O • T inQQ II col ° II II Opp O II � o0 ° Z �^ mOMr 0 II Q pp c0 - , N rw N o4 ; r 611i U ° o ^ FREEBOARD= 176.42' FREEBOARD=0 ON - rIt N0 r• , T r . w . T O � I TN N `am N1rN `-' II fl ° 0 + p Tv or Z II1- r � (CI II 1- (D 1- II � rZ III flM W N + I TN _N ~T 10-YR WSE =175.42 10-YR WSE =175.42' T _1 .�.� T Z� , J .� � J Z II 5-YR WSE = 175.42' 5-YR WSE = 175.42' o 1- QD O pQDO Qp O DQ � � O _ 2-YRWSE = 175.30' C 0I-c a w w w cm n~ � DC w w n3 c� WI- - w w �� c 0 DQp O 2-YRWSE = 175.30' . 0 WQ WSE = 173.70'� 160 60 n w w w WQ WSE - 173.70' 165 165 165 165 0 2+00 1 +00 160 160 2+00 1 +0060 0+00 0+77 0+00 1 +00 Z c w 6SDLN-01 / WATER QUALITY FACILITY PROFILE SDLN-03 / WATER QUALITY FACILITY PROFILE SDLN-01 PROFILE / SECTION A-A SECTION B-B PROFILE Project OAKS PUD Co SCALE: 1"=20' (H); 1"=2'(V) SCALE: 1"=20' (H); 1"=2'(V) SCALE: 1"=20' (H), 1"=2' (V) SCALE: 1"=20' (H), 1"=2' (V) SCALE No. _ _ T 20 0 10 20 141-033-19 m m m Type 0 1 INCH = 20 FEET ENGINEERING m re Sheet 0 pp COT CASEFILE # SUB2020-00004 C4.O a D w I- Qc 0 I � Q N A/ w cj ILfL U ,R J 06 0 z JPo J = ZZao 0 w o I U) PC 0 - W z 0 o� a z § cn o M Wz LU—J zLs Z < ± 0 z ha H z w o O. —J U LL N N O\\ 0• � m 2z d- a - , w j �o J . IC NON-SUMPED OVERFLOW MANHOLE (48" DIA.). SEE GRATE DETAIL, THIS SHEET. 3"7 TOP OF FREEBOARD=176.42 AIk 100-YR OVERFLOW=1 75.45 (/' J y j CLASS 50 RIP-RAP AROUND 3•7 EXPOSED MANHOLE SECTION W 0 i������i, ��� i ALL PIPE � �• FENCE POST SLEEVES SHALL =�I.� Si �� o�? ,..0 ►���♦ ♦����♦ BE PLACED AT HORIZONTAL ••-�-.�.,_•,.-;•, ���������� ������������ AND VERTICAL INFLECTION V -..------ -- a ►�--•— 1� ir-��--.-7 POINTS IN WALL AND SPACEDTOP OF CONCRETE �� .� �.� INCREMENTALLY ALONG 100-YR OVERFLOW DETAIL CAST-IN-PLACE WALL ;��• �� ��� ��� TANGENT RUNS OF THE WALL. N.T.S >mZ I .. 1 GROUT FENCE POSTS IN PLACE J A d 4 4 CL ° 0° 4" DIAMETER FENCE POST Q D 0 18" MIN. SLEEVE, CAPPED OR SEALED M 0 ON BOTTOM OcC Ce O CD PROVIDE MAINT.ACCESS BY WELDING(4 30°(TYP) W Z H CROSS BARS TO(4)VERTICAL BARS AS O LL SHOWN. HINGE UPPER ENDS WITH BOLTS/ FLANGES AND PROVIDE LOCKING MECHANISM � Q V) (WITH O LOW R CHAIN-LINK FENCE POST SLEEVE (BEHIND LADDER STEPS IRE TLYBELOW. LOCATE A %_ �, A 11J LADDER STEPS DIRECTLY BELOW. % b CAST—IN—PLACE WALL) f41 ��gll�p ���n CV N N / O O O NTS �- �j 3/4"DIA.SMOOTH • 4.', HOOK CLAMP(4) o ' ' BARS EQUALLY PLACES EVENLY SPACED(7"O.C. MAX.) `�� SPACED.SEE aG) W � • LL DETAL BELOW CD CD CD G W C O PLAN VIEW NTS rn LOWER STEEL BAND _ cr1 3/4"THICK X 4"WIDE LONG THICK H WIDE Ca_7 m (a.7 m SMOOTH BARS Q FORMED TO FIT IN WELDED TO UPPER AND r' _ 7-- 4" GALV. LAG BOLT dr GROOVE OF C.B.RISER RAIL INSERT _ COUNTER SUNK 3/4" 0 O ai LOWER BANDS(12 BARS � EVENLY SPACED) __� \ � WOOD PLUG HOLE. q5 d Z v to s, — �� 24" c 3 3 +, Vf rr oa GJ ni jIIMo I o _ SMOOTH �n > p L L CVMINMENNEM '''' MI VERTICAL armnn UPPER STEEL BAND iO2CB RISERHOOKCLAMP Iy//JJL\\\3/4X4WIDE e RIM ELEVATION = 175.45 > / / / 4" DIA. P.T. TO CB RISER p_>. 48"MH FLATTOP co WOOD RAILS BARS PER CWS DWG.050 DETAIL HOOK CLAMP -I STD STEPS RAIL INSERT co: — — NTS 48„ ' 0 000 w Z T WOOD POST- _ o o�� C� Q o l - - - NOTES: SECTION A-A a O z 1 1. METAL PARTS:CORROSION RESISTANT. cc W > Q CC N 1 0" DIA. P.T. 2. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY W o. W CC 0 FINISH GRADE N CEDAR POST CROSS-CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION(EXCEPT ON CLASS 2 S p Q Cl) Z (n O co (8' O.C.) a = W O Z N .� A � _ N 100-YR OVERFLOW GRATE ON 48" FLAT TOP MANHOLE - OFMH-03A W o (0 RAIL INSERT Ai) lil/.l�! lil/. NTS N W J w \ o < oo c III11 1= —11 III J = Z Imo' _ 0 `� C SUBGRADC 1 �� �°` I I O Z 0 )Do0 )00- I I m W D U III I III CoCc' )°Oo`- I Q Q 3�,col + - U )o C = `� o o CC °° co / / AGGREGATE ..,o�4 O- Q 0 „_,0 DO 0- 3:1 PIPE BEVEL T BACKFILL ;)o — TO MATCH SLOPE - oo C _ / - o O .OUP i �c��oC�. - _��,_ a) C I Z .ice SET POST PLUMB w AND STABLE BEVEL DETAIL Project T N.T.S WESTON OAKS PUD co co q 2-RAIL CEDAR SPLIT RAIL FENCE DETAIL No141-033-19 T N.T.S. Type ENGINEERING o Sheet L /� pp COT CASEFILE # SUB2020-00004 C" .1 LEGEND / / Z \ 1 I — aQ a. / PROPOSED EASEMENT LINE D V / \ I I U T N PROPOSED CENTERLINE O Q / - ( TRACT E I I - - LL `'' \ I < OPEN a PROPOSED RIGHT-OF-WAY �' r/ o Jo I I I Q I I I SPACE - - PROPOSED LOT LINE V Q J • -/ - - L - - - - - - - - BOUNDARY LINE Z 2 z 0 rR w ° \ I / PROPOSED CONCRETE SIDEWALK V m 0 �— - - - - - - / o oN I d X ° ° \ p. \ - - - r 35D002C OUTFALL#2 0 1 ° ° ° ° ° ° ° ° ° ° 35D003C / 35D161 C I / 35D171 F 0 � — (7 EX. SDLN ° , a:- .. � .111 MX MX M /MX MX X MV MX� MX MX ^X ,-35D168, MX MX MX MX 35D001C IE = 166.56 PROPOSED PAVEMENT III ' • M 111�X MX MX rnx w�A v MX MX—— MX W c� Z •4' MX MX MX z 0 d 35D004FC ii / I \ �ICiill I , 2+00 SDLN-01 3+00 L--- - ------ - Mk (7 (� SDLN-02- I - X I __ / / I -_-- ---- 1/ w X c PROPOSED STANDARD CURB a W ` 1+00- - M O. N 35D169 O 35D170 -- - k� PROPOSED WEDGE CURB W z 10+00 11+00 O 12+00 4 14+00 4+.. Mk — —I _ SW 95TH AVENUE E I _ 0 I 35D171 , W z s 4 //j PROPOSED STORM LINE & MANHOLE z Q �35D127 , --- - 35D130C- ► 'r��. Z W a EX. SDLN <����>,� On z = PROPOSED SANITARY LINE & MANHOLE J I„i] vnill- / \ 11 fr,a PROPOSED WATER LINE AND VALVE g• a ,, a ° ° ° a a ° 35D126C S\AI 95TH AVE ° ° ° ° ° O s ® PROPOSED 1" WATER SERVICE & METER STREET PLAN © \ r SCALE: HORZ: 1" = 20', VERT: 1"=2' 4x(98 0-. PROPOSED STREET LIGHT N Jj m N O <v 0_ , Z O°`� y = Z O0 - C7 190 �J •�. o``- I- / , 1 �� o PUBLIC CATCH BASIN DATA TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE _ 11 +86.33 42.32 LF 1) 35D161 C CG-2 18.00' LT 178.66 -- 175.50 0.0638 „ 95TH10 PVC C900 AVE 1) CG-2 SHALL BE INSTALLED WITH BIKE RATED GRATE. nui CLASS'B'BACKFILL ' N O — ` � I 0 185 � N 185 CONSTRUCTION NOTES Z+ o r T II 0 \ ` H > �\ INSTALL INSIDE DROP MANHOLE PER CWS (n ` \ I- w \ STD. DWG. NO. 080. 06 INSTALL OUTFALL PROTECTION USING CLASS as 40 50 RIP RAP ll O 0 ai r ST STA 13+49.71 , 20.16' LT (SW 95TH AVE) 1 + N T O BEGIN CURB, GUTTER AND SIDEWALK IMPROVEMENT r II coo aS BEGIN TAPER, MATCH EXISTING GRADE . LLI J> T ,4 S0 i- w T II 0. ST STA 13+25.95, 18.00' LT (SW 95TH AVE) w w II > CO o O END TAPER N » Q W N r O w 180 d $ w N 180 CONSTRUCT STANDARD CURB AND GUTTER PER CITY W Ce 0 CL 3 Oo d a T T OF TIGARD STD DWG 126 a 0 S II H PROPOSED GRADE @ Q w STREET CENTERLINE O CONSTRUCT CONCRETE SIDEWALK PER CITY OF I I- w TIGARD STD DWG 120 I Z < r N ST STA 11 +16.26, (SWAVE) LA 18.00' LT 95TH AVE < z ,4 rsi tl 0 O END CURB, GUTTER AND SIDEWALK IMPROVEMENT w 00 EXISTING 6' - . +cr) r BEGIN TAPER CI SANITARY LAT N II TTr O ST STA 1 1 +04.71 , 21 .83' LT (SW 95TH AVE) w IE=173.50 II > N END TAPER N a U CROWN=1 STM J'3.03 - ,3 � i H w cor 9 ST STA. 14+77.06, 27.16' LT. - SW 95TH AVE > > r II r N OUTFALL TO EXISTING DITCH WITH 15" o 0 0 N N N 175 QN 175 STORM MAIN. IE AT OUTFALL = 166.56 \ .. I- _J co r o 0 0 T EXISTING GRADE @ CONTRACTOR TO FIELD VERIFY PROXIMITY `3.3i a a II STREET CENTERLINE 10 OF EXISTING STORM INLET AND EXISTING W WATER MAIN. NEW CG-2 CURB INLET WITH C C C cc —— — — I- J EXISTING GRADE @ BIKE RATED GRATE TO REPLACE EXISTING ,4 W PIPE CENTERLINE INLET. Q o Q - - --- rn — 8S/ a a < m < o a Fk�ST��V 0 �. o - 6 C4 8„ \ - "0 a) Z v ca ,� �� / (� ` c c 3 v "q 7- - - oa 3 °' ; N • 170 � ,�\ \ — �� \ � � _ 170 co 147.36 LF OUTFALL#2 12" PVC D-3034 ,S�\ �� \ 35D171F STRM SEWER V\ \ IE = 166.56 S=0.0216 �� �,� S. _ --\, \ N EXISTING � � \� � \ OO cc cc ZO Z SANITARY — O o SEWER co \� � z WW > Q Icc CC N PROPOSED \-- `• �,.-, 54.46 LF • c Q W Z m SANITARY > W LL 0 124.21 LF 15" PVC D-3034 N 15" PVC D-3034 , , am- STORM SEWER NOTES •v = o z co SEWER - STRM SEWER \I!A oc H W MANHOLE STRM SEWER \ S=0.0050 big/ � �o4 UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" 0 N W 0 w Lo S=0.0044 , ��,O�� PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. 1- ci Q LI W 165 56.94 LF 165 LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE J M I Z > \ 15" PVC D-3034 WITH MANUFACTURED TEES. N COO 5 o' \ STRM SEWER m O a 0 coo \ ,.— S=0.0060 ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE I W — ( Z o J J J ,. COLOR CODED WHITE. I I- < m Q r N r ��� �� J o Q 0 0 `'o L`n0 r N o N CO r• a o r• co N.� o • BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE o N N M r co. O co O • r L.c) r- co r� r CO 14 r o T r o o o I- co o r o o 0\ GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, R Lci w Z N II o W Z 0 r II cl r W z II W„ II NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE in c co > Jo N > Joo II NOTED. .L Q O f II F Q D r- II II Q O 0 II Q D Lot �j� o N � 00I 0:1 EN 1- ,_(c) 1- (0iorWZT + II � rZ [0 tN - � OZinr T \\ o THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION z .� r Ln M r _0 T to o T r r i o t d) T T T T T & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. r 0 II 0 • II w O < r o OQ o2z20 6Q � 1- 2 ? 0 DQ � o2 ? O Lo 1- + _ Ln + - Ln H + _ in + _ Project C9 (n � N � W W M (n � r � W W W Mfn � MEW W in1— � + W 160 - 160 WESTON OAKS PUD co 10+00 11 +00 12+00 0 13+00 14+00 14+88 20 SCALEo 10 20 No. 141-033-19 1 W 95TH AVE — M _ _ _ _ Type 1 INCH = 20 FEET ENGINEERING o °' STREET PROFILE Sheet L �`C SCALE: HORZ: 1" = 20', VERT: 1"=2' COT CASEFILE # SUB2020-00004 C5.0 LEGEND I I I I I I64 I,• 8 PROPOSED EASEMENT LINE S. cci Q M PARCEL 1 I 1 2 3 4 5 I.1 PROPOSED CENTERLINE 0�Ny I M X I �: - - PROPOSED RIGHT-OF-WAY LL N1:91-1 J 06 rrRR J - - - - - - - PROPOSED LOT LINE V _, J - - • a o I 1 I I �: BOUNDARY LINE Z 2 Z 0 ) X xSD _ _ - -I I I - - - - - -I / �� 0 9 PROPOSED CONCRETE SIDEWALK 0 ii CID TRA PAGE - - O > VA,.� . _,ice ir 0 P, - 0 SDCBRIM177.25' o - - - - - - - ��w�iii- �Tr -� ��_ W z z 14 PROPOSED PAVEMENT 12"RCP IE IN NORTH 175.15'� IU � I I 0 3 z a 12"RCP IE OUT SOUTH 174.95' z SUMP173.35' i f5D163 11+00 35D164WQ 12 00 I - 13+00 - = +31 1\\0 - - - - - PROPOSED STANDARD CURB ry = W N 1b 00 I - 4- _ liam 1`� PROPOSED WEDGE CURB LL ' 0 M SDLN-03 SDLN-04INI RACT C PED PATH W o M X 11111=1111NE - PRIVA �� � t lMI I - 135D160 - - - - - lj PROPOSED STORM LINE & MANHOLE z Z 11 �''.........,7..... .=---___=-..........4 miaLk � • PROPOSED SANITARY LINE & MANHOLE nn J 0 O" I 35D162C Q = : 1 IZ Q 11° I I I \ I 1 0 m PROPOSED WATER LINE AND VALVE LL a co 0 I~r CVO X r II I I I I I \ I ® PROPOSED 1" WATER SERVICE & METER I I 1 z TRACT E 'ACT D w I I I 15 I 14 13 I� w I 16 1 PROPOSED STREET LIGHT I 17 �l - - - - - �' N I OPEN " STORM M C cn �1 • O )y cv X w SPACE FACILITY &,,,�``a o° y = I I I ,►1 z c7 S EUNICE LANE , SDLN -03 &' SDLN -04 �����, e, cc STORM SEWER PLAN SCALE: HORZ: 1" = 20 ' 1 o Lo PUBLIC CATCH BASIN DATA Cr CO 6 185 1 CLASS'B'BACKFILL co T185 TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE Z II > Area 10+38.32 35D162C 11 .50 RT 176.15 -- 173.24 0.0419 10.00 LF w 0 Drain EUNICE 10" PVC C900 N PVI STA = 10+68.41 > > * DENOTES ACTUAL RIM ELEVATION PVI ELEV = 177.36 Il o_ Oa A.D. = -1.17% K = 20.00 ■ 2 M LVC = 23.30' 0 ZT co / r T 2.26% - _ _ - /� W( 00 Lortoco II II 18C� ,� O � , cr0N � O o � Q J 180 W oT co, 6 OrOT r � co ci � ww STORM LATERAL DATA Z T II 0 r II II II II O 6 Tr O 0 + N. > > - - / igor O w II > r II J > o NCL o ; o o _ _ _ - LOT D.S. DIST. FROM LENGTH INV. EL. @ INV. EL. SLOPE DEPTH J 1- W Q w cn w(DI- w Ti II o r 0 w NO. M.H. D.S. M.H. MAINLINE @PLUG @PLUG LU a J > 1% in w > >> > Q wo w w w 1 '6 - PARCEL 1 3A 40.70' 28.6' 173.47 172.89 0.0200 5.0 V Q 1- _1 Z a • ' 5 5- - - - Iw - 1 3A 74.70' 24.5' 173.07 174.70 0.0665 5.0 Z Q 0 --\00`0 - L 72,0/0 215.91 LF = z I L ,1/4. -1.00% 2• 12" PVC D-3034 2 3A 108.70' 24.5' 173.58 175.41 0.0747 5.0 LLI Z 0 EXISTING STRM SEWER J3.00% \\ GRADE S=0.0148 3 3A 142.70' 24.5' 174.08 176.14 0.0841 5.0 5 w I \ 1 .50° PROPOSED \I 4 3A 168.70' 24.5' 174.58 176.91 0.0951 5.0 VI C > U GRADE 75.30 LF 175 12" PVC D-c034 175 5 3A 171 .70' 24.5' 174.97 177.52 0.1041 5.0 _, STRM SE ER S=0.0061 r 13 3A 145.70' 22.5' 175.01 176.59 0.0702 5.0 0 0 0 14 3A 111 .70' 22.5' 174.63 176.07 0.0639 5.0 (1 15 3A 77.70' 22.5' 174.12 175.40 0.0568 5.0 CO CO LLJ G G G Ce 61 16 3A 43.70' 22.5' 173.62 174.63 0.0448 5.0 a o a cn M 1 coo 17 3A 6.5.' 22.5' 173.12 173.91 0.0351 4.4 d- w Z v TO c ++ N V H wD 3 cu a, N 170 ° PROPOSED 170 G vl G cc a = > ANITAHY y SEWER T co o_ ' U °C) W zco z o Z W g O O cc CC N = cUJ O_ cWn °c Q w m o 2 STORM SEWER NOTES cc Iwo z 165 O 165 UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" N m W -I w I- I- PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. o > W r I- N Q LL W 0 Q LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE _I = Z > a -i WITH MANUFACTURED TEES. r 0~CHI- OZW � 0 �_ co ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE m W z (oj _i 0 • co c'i O oo , c\i 0 LO LO h. COLOR CODED WHITE. I Q < Q 4 CO �l r N T T N T T L� T ` 0 0 m co I II N II O N N - II ri r r II BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE G`' 14 Lo O II o• II II �? II II GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, +: c, m Z _ N r m °r° w N Eo N m z N NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE o c`1 � � TOOT � T � � NNT �O� Mi_ TNN_ T NOTED. 0 T U II $-7.7. 3 � T U II z z 15 T T Q II z z 3 O c I- 11 0 0 I- r _ _ O to < cc 2 - - 0 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION z � c160 O cn b E w w w O w b E w w w co u) b E w w W 160 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.Lu 10+00 11 +00 12+00 13+00 13+31 Project T WESTON OAKS PUD O SCALE No. 0 20 0 10 20 141-033-19 N SW EUNICE LANE , SDLN -03 & SDLN -04 = Ty 1 INCH = 20 FEET ENGINEERING m ► Sheet STORM SEWER PROFILE co SCALE: HORZ: 1" = 20', VERT: 1"=2' COT CASEFILE # SUB2020-00004 C5.1 LEGEND _ aL'AQ PROPOSED EASEMENT LINE D LiYiI I M X • } I PROPOSED CENTERLINE �Oy < N PROPOSED RIGHT-OF-WAY LL N J o i o - - PROPOSED LOT LINE V `_° • 0 2 I 13 i _ M - - BOUNDARY LINE Z z a 0 5 z C� 0 o 35D158C 7 I PROPOSED CONCRETE SIDEWALK ii o I y �j N Q 0 PROPOSED PAVEMENT W Z - - - - - - - - - - - z 0 a 11 k n NICE LANE o� c Q 0 a 8+90 I +00 00- 1 I- * l 11+00 I 11+24 PROPOSED STANDARD CURB ry N 111 N LL = �� - SDI_N-05 SDLN-04 - - I PROPOSED WEDGE CURB W Q 0 c 0 � ` 35D157 lj PROPOSED STORM LINE & MANHOLE z Q VVI o ® -I yia ® PROPOSED SANITARY LINE & MANHOLE „_, Ja_ O = 1 U LL nn I3ID159 I I I 35D160 I I I I LOT LL 0 WV PROPOSED WATER LINE AND VALVE D I I I I eg PROPOSED 1" WATER SERVICE & METER n -0 0-. PROPOSED STREET LIGHT , 12 1 1 10 0 8 7 6 I �� ' �, m I 9 I I I I z 0 `� Dd o SW EUNICE LANE - LEG STORM SEWER PLAN SCALE: HORZ: 1" = 20' 190 CLASS'B' BACKFILL D. 190 000N c° N coo + - + 1- + oo COco O T O 1- 1- 6 T W O T II II II II 0 N. Lsi II + 00Qw HJ < J Z J J r II (f) LLI U) W U) W .1 IEL Q O II > » ww ww U) W 55 ' ' 2.36% __ ' a 0) r - rnT W 185 MM - �'� / - 185 .1 Z co 00+ a- O W '^ / / Y/ W Q Z ▪ II . •cy) o 1 .50% < w co PROPOSED � � � � - / 5.60% Z Z 0 (.0w urn II GRADE 300% J Q r N. > > Q w u > PUBLIC CATCH BASIN DATA W a D 0 °+'Lci - »u) w TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE V oo > ` a CL a / ' Area 9+41 .54 9.08 LF Z 0 0 / / 35D158C Drain 8.40 LT 180.88* 177.16 0.0712 10" PVC C900 I- J G EUNICE W Z O > > 0 v * DENOTES ACTUAL RIM ELEVATION J 1_ O o�o a a 3 -1 .59-°/� 180 . 180 cn >- - - 0 9082 LF 12" PVC D-3034 w> I._-6.03/o EXISTING STRM SEWER N N > U _ GRADE S=0.0356 1 50.96 LF CV o 0 0 12" PVC D-3034 0 0 0 STRM SEWER STORM LATERAL DATA S=0.0065 °a-' -, - U ci LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH c c c cc NO. M.H. D.S. M.H. LENGTH MAINLINE @ PLUG SLOPE @ PLUG Q Q M m o e 6 4B 0.0' 21 .8' 179.06 181 .01 0.0893 5.0 ri o 7 4A 80.82' 21 .8' 178.75 180.86 0.0966 5.0 _ o °J Z v ro 175 - 175 8 4A 46.46' 21 .8' 177.52 179.89 0.1085 5.0 3 N �' .tv 'i 'L L PROPOSED 9 4A 16.46' 21 .8' 176.46 178.97 0.1149 5.0 G G o°Jc = >SANITARY / A SEWER 10 4A 31 .83' 21 .8' 175.75 177.51 0.0806 5.0 Tm11 5A 0.0' 21 .9' 176.02 176.92 0.0412 5.0 12 5A 0.0' 18.5' 176.17 176.54 0.0200 5.0 o z W O O 4 cc cc N s2go) °C o 170 170 STORM SEWER NOTES <cc i W o z m in UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" N W - 0 W PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. o > W r 1- N Q LL W r � o I- I- LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE _I = Z > a J 1- COJ co J WITH MANUFACTURED TEES. N 71- moo ° ii � Nr � in � � Co � 6 OZWO N co p r r Co ui r r o T ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE m W • w Z 0 Cr)_ z II N. N. !! r Z T - o Z o N II COLOR CODED WHITE. Q < a 4 coI ao ( OT5u u z b . 0 • II II _ bocip `' it w Q Dim co Cr CC oo CD r co oC F & co cc 09 ., & BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE T rn + Q T 0 w c� " o °� < T N + < r w GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, °� CD Z II --- D m rn Z II 1 j r o Z II j NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE o c O I--) - OO O <C O � Q � , ? O NOTED. m 165 cov) ,.oC _ _ - - Co bEWW W CO CO W 165 a) THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION z 8+90 9+00 10+00 11 +00 11 +24 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. - c w 6Project CoT WESTON OAKS PUD SCALE No. p SW EUNICE LANE - LEG • 20 _ _ 20 141033 19 Type o STORM SEWER PROFILEii 1 INCH = 20 FEET ENGINEERING Sheet o SCALE: HORZ: 1" = 20', VERT: 1"=2'pp COT CASEFILE # SUB2020-00004 C5.2 X yy LEGEND X I I I I1 III IX` a Q 8 PROPOSED EASEMENT LINE D I I I I I� = Q o I I 4 5 PROPOSED CENTERLINE O Q = N cn 1 2 3 I M w M I - - PROPOSED RIGHT-OF-WAY LL N J J W - - - - - - PROPOSED LOT LINE a Q °° I - - 0 00 I I I I BOUNDARY LINE Z 2 Z a 0 u xSD - -I I I I - - - - 9 > 0 U PROPOSED CONCRETE SIDEWALK o - - - - - i SSMH-A2 M CID I Z I (17 I 'FT �-1R- 1� _ SDCB RIM 177.25' " � _ _ _ _ - ��- - - - - �r 4+00 !+18 PROPOSED PAVEMENT W Z 12"RCP IE IN NORTH 175.15'� 1+ 1 I 1 2+00 SSLN-A 3+100 I , I O I Q Z 0 d 12"RCPIEOUTSOUTH174.95' I _ 3 SUMP 173.35' ' z ib oo �, I I I 11+00 SW EUNICE= LANE - PRIVATE +�EET - 13+00 - �; 3I - - - - PROPOSED STANDARD CURB ry W LL "' x T. 3 I _e____ _ � o ON 3 w X - T- i r , I \�vRACT C PED PATH PROPOSED WEDGE CURB uJ Q oci X z SSMH-A11® I - - - - j PROPOSED STORM LINE & MANHOLE Z cl z Z Di _ _ - - - - - - - - = I 0 z _ _ _ x J a o2 � � � / �� ® PROPOSED SANITARY LINE & MANHOLE - w n n O� II - _ m o 0-�1•0���ME0 _ - - - 1 0 �� PROPOSED WATER LINE AND VALVE LL LOl cn � \ �< I `�/ n I I I I I \ I ® PROPOSED 1" WATER SERVICE & METER r� K , • w I TRACT E m 'ACT Q'v� I I I 15 I 14 I 13 1 PROPOSED LIGHT 17 16 - - - - ❑-. STREETG N o X I OPEN STORM o ® �4 0_, N I FACILITY I SPACE , � 1 I I I I I � �W zoo, y o )11 � Z � o � � SSLN -A �g.�,Po r�r/ ',Q H SANITARY SEWER PLAN ' / G J SCALE: HORZ: 1" = 20 ' WATERLINE NOTES 0 DEFLECT WATERLINE PER DETAIL THIS SHEET. 185 CLASS'B'BACKFILL 185 PROPOSED GRADE - - LLI J- - LPL - - Ce - - - - / SANITARY LATERAL DATA a_ CI 180 EXISTING GRADE _, - - - - 180 LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH - - , - - ' - NO. M.H. D.S. M.H. LENGTH MAINLINE @ PLUG SLOPE @PLUG Z z _ _ O - _ - - - - 1 Al 155.13' 15.5' 171 .92 173.87 0.1262 6.0 C� Z w ____ _____ - - - 2 Al 189.13' 15.5' 171 .41 174.58 0.2052 6.0 - _ J 0 0 - - - - 3 Al 223.13' 15.5' 172.90 175.32 0.1566 6.0 a v) CI \ - PROPOSED 4 Al 257.13' 15.5' 173.39 176.10 0.1754 6.0 . < \\ / - 8 0��P'ERL\NE SEWER 5 Al 283.13' 15.5' 173.77 176.71 0.1903 6.0 Q OZ S \JI PROPOSED 13 Al 286.14' 31 .6' 173.81 175.77 0.0621 6.0 Z O0 O 14 Al 260.14' 31 .6' 173.44 175.19 0.0555 6.0 V) w 1_ 175 175 N > U 15 Al 226.14' 31 .6' 172.95 174.58 0.0517 6.0 16 Al 192.14' 31 .6' 172.46 173.81 0.0428 6.0 N N N O O O N CV ,-.4 n 17 Al 158.14' 31 .6' 171 .97 173.04 0.0339 6.0 0 0 0 (1./ d d • 4-, 4-, 4-, LL 11 v co co co Lu 13 13 13oC rn 0 QOQM L7 CO CJ p _ A .--' _0 y Z v ca GJ ' yl v 318.14LF 5 3 v v I. 17 D-3034 170 C C a SAN SEWER S=0.0144 T m I FINISH GRADE o_ 36"COVER MIN (8" 12"WAT). p p co 48"COVER MIN (16", 24"WAT) a O w O Z 0 z cc W I. Q CNv 45°BEND W E W ci 165 165 9'MIN. �I W/RESTRAINT SANITARY SEWER NOTES Q fij Z m o o o U) cc N 12" MIN JOINT, TYP. W ? mp in Q UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" N W J w SD PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. N Q W LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE J I Z co Lo rn 45°BEND o Z_ p m Q o *WHEN 12" MIN WITH MANUFACTURED TEES. N m oD 00 u)n = o N N CONCRETE CAP IS USED �- gMIN. -►I W/RESTRAINT ALL 2 x 4" SANITARY SERVICE CONNECTION MARKERS TO BE CO W w 0 o o `n `n = o N N BETWEEN PIPES, WRAP D.I.P. JOINT, TYP. COLOR CODED GREEN. I I- Q 4 Q Col � o r` oo r � o 4 4 T IN 10 MIL PLASTIC BARRIER Q 0 0 Co Eo o r T ii rn r r ii WATERLINE TO DEFLECT ABOVE PIPE CONFLICTS WHEREVER POSSIBLE. IF NOT POSSIBLE, BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE Q o+ Q T w Z N �- - THEN WATERLINE TO DEFLECT BELOW. GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, R N00co ,1 _ Q T Q r Z cn NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE o •c, = r z z z _ z " WATER LINE DEFLECTION DETAIL NOTED. L 2Q � s - - o cn � cn w w w 2 -1 , z 0 c 160� - - - coi� u) El u" w 160 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION z 0) 1 +00 2+00 3+00 4+00 4+18 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. w / 6 Project T WESTON OAKS PUD co SCALE No. 0 roT 20 0 10 20 141-033-19 c) SS LN -A =__- Type 1 INCH = 20 FEETo ENGINEERING o Sheet SANITARY SEWER PROFILE m SCALE: HORZ: 1" = 20', VERT: 1"=2' COT CASEFILE # SUB2020-00004 C6.0 LEGEND aL'AQ ' PROPOSED EASEMENT LINE D = Q ® I � I PROPOSED CENTERLINE Et < I N q - - PROPOSED RIGHT-OF-WAY LL • �' 0 � J � ' o ®� - - PROPOSED LOT LINE _� • 0 n 13 J 5 - - BOUNDARY LINE Z z z a 0 r PROPOSED CONCRETE SIDEWALK E SSMH-B2 I I SSMH-A2 SSMH-B1I PROPOSED PAVEMENT W • Z 12 77I ^ SW EU N ICE LANE SSLN-B +luu z_7 - - 11r) , o a 8+90 +00 �; 0 I I 0 i PROPOSED STANDARD CURB _I W > 11+00 11I w 0 1 - - I- 111 - - - `+ - - - - - I 0 � PROPOSED WEDGE CURB W o M Ill 10+0P1 - - - I � � ' _ _` _ - _ _ ~ jj PROPOSED STORM LINE & MANHOLE Z Z 0 ''°o� LOTS PROPOSED SANITARY LINE & MANHOLE 0 z w I- I -I 'S'Y 1-1 0 oa 0-PROPOSED WATER LINE AND VALVE g d ( 1 1 1 D I I I I 1 1 1 o 1 I I I PROPOSED 1" WATER SERVICE & METER n 71 0.. PROPOSED STREET LIGHT N 12 11 1 10 0 8 7 6 I �� ' 2, I D I I I I SSLN - B - PLAN SANITARY SEWER PLAN SCALE: HORZ: 1" = 20' 190 I CLASS'B' BACKFILL 190 W SANITARY LATERAL DATA Li LOT D.S. DIST. FROM LENGTH INV. EL. @ INV. EL. SLOPE DEPTH 0 PROPOSED GRADE NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG Ce a 6 B1 0.00' 28.0' 176.82 179.56 0.0979 6.0 EXISTING GRADE - Q 185 185 7 B1 0.00' 26.2' 176.82 179.54 0.1039 6.0 Z z 8 A2 42.52' 26.2' 176.22 179.06 0.1085 6.0 Q 0 - 9 A2 12.52' 26.2' 175.56 178.14 0.0986 6.0 Z w CL 10 A2 35.77' 26.2' 175.50 176.66 0.0443 6.0 J � 0 0 _ _� 11 B2 0.00' 26.2' 174.85 176.06 0.0462 6.0 a ( oC - ' � ' 23.5' 175.09 175.83 0.0315 5.5 Q (-912 B2 0.00' Q - - CO - z Z LL I- Q $„ Ok W/N1. ENE (/) w 1- 180 OPOSED 7 80 (An > D rJ CV N N CD CD CD N N N - - O O O 4--, 4--, 4--, LL PROPOSED LLI p p p Ce STORM SEWER < o a M _ m o ri A >. C aJ ai a Z v To c c 3 t N V OA 3 GJ 41 N N• 17 - 175 G G ccu c 0. I > el 58.88 LF T _ 8" PVC D-3034 co 54.91 LF SAN SEWER 8" PVC D-3034 S=0.0333 SAN SEWER S=0.0056 ° ° Z o C� p � OZ O 4 z ccw > Q CC CC N � W � W � Q W go)0 170 170 SANITARY SEWER NOTES cc w o z ce in UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" o LU W 0 0) PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. 1- N Q LL W o LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE _I = Z > fr 1I1 WITH MANUFACTURED TEES. -M N � O. N D L) O ccn ,, = o rn Ln O = o rn rn 0 = o N N • ALL 2 x 4" SANITARY SERVICE CONNECTION MARKERS TO BE W coW z O o 0 o r o N N N. o co oo m COLOR CODED GREEN. �^ I- < a Q I 20 LI i- 2p 14r � a 6coN. W ° om CO Eo o N r r II co r , r r Eo o 00 N. T II BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE Q o _ r II II zM 71- rn ni II II 00 _ II II GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, °, W O CO °° in W co Q Lo m c° Z(n 00 m r m coo W Z o 0 NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE + 714j 2rZ u500c' j 2NZ u44j NOTED. 2 r Z II CD c 165w w (Dm w w w w w cn E w w w m m w Ec w w w165 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION z 1 +00 2+00 2+14 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. - c o5 Project co, WESTON OAKS PUD SSLN - B - PROFILE _____SCALE No. '4o 15 30 141 033 19 N SANITARY SEWER PROFILE ' 30 1 30 FEE- Type ENGINEERING U m SCALE: HORZ: 1" = 20', VERT: 1"=2' 0 Sheet L m COT CASEFILE # SUB2020-00004 C6.1 LEGEND a p Q Dw 0 I N 0 SEE SIGNAGE LEGEND, SHEET C7.1 1U � F. ,R J co r° : Z SEE ODOT STRIPING DETAILS, SHEET C7.2 u J = 2 ° • o z z 0 N.. 1 a O U 0 w > FBI E I CID IL N Q 0 SIGNING AND STRIPING NOTES W z o : - 00 IL . INSTALL PRIVATE ROAD MAINTAINED SIGN PER ¢ 0 WASHINGTON COUNTY DETAIL #6521. SEE SHEET C7.1 / N X N W I SW TANGELA COURTSIGN TO BE MODIFIED TO REFERENCE THE CITY OF TIGARD o 0 W Z C. W . Z Z < ± O � a 1- � w 1 .01/ o 1 a g d "TANGELA " N N rli ° LOT 7 LOT 6 LOTS w z Q� y 2 w © � <, - - - - - - O I- _ - /-- �— - I- t. GF Q 1 6 I 1 I I I I I 11 1 1 - - — — — I PARCEL 1 1 1 2 1 3 1 4 I 5 1 • 7 I • Hli I — — — — 1 • I I I I � 8 I I I 1 � 0 • — — — — DEED DOCUMENT Z I♦ N0.98-080216 W 0 — — — — — / 1i 9 NOTE: MOUNT SIGN AT 45 —1 z �Q=Q — — — — — j • DEGREE ANGLE TO CURB a W L _TRACT A — OPEN SPACExx ��� — _ _ _ 1 • I LINE. 0 Q - - - - —{ _ _ _ SW_EUNICE LANE - PRIVATE STREET _ ♦ I � 12 I z f — 1 TRACT C PED PATH a _ _ - - — — _ — — Ii — — — — "NO PARKING SIGN" AS NO 1 InC ,` — — — — — — 1 0 DESIGNATED BY PLAN -\• PARKING N z 0 co - „�1 I © \ , 1 I 00 4 ANY p w VI I I I I TIME Z o I I. pl 17 I 16 I 15 14 13 - - - - �� Q o TRACT E TRACT D 1 11 J w Q Q OPEN STORM n (� O cR SPACE FACILITY L 1 J - - - - I TOW AWAY Q Z H II I 0 ZONE Z 1_ O I I 1 I I I 12 �_ AI 1 J I I Lh I- o 112" 1 . G '� INSTALL PER TYPICAL SIGN © • — — — — — — INSTALLATION, SHT C7.1. N N 0 0• — CV CV_ _ I - 0 •0 0 FINISHED GRADE OR a, a, a, SIDEWALK CD CD CD W 1 DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT Z /�����/% /��/���/ CI CI CI cc NO.2018-083345 NO.2018-037329 NO.2003-021157 ,cz,z /\ \/ /\ \ cs \j/���j� �j/�/' p cry NI CO o z � �/ / CO JI , / / / / / / / Z° 3 TO • I r � 3 � � N It VI L ai 2 o a i / J I I Cn 0CZ T °' / �00 Z0 z cc W > Q N / / WIZWt o -2 Q Wz go) O CO / cc m O Z 1.0 / 0 -1W ioo ) 1 Z > c' D oz0 � 0 0co I I- aCD w m Co Q a '4 (1) .. RS /rn CI V1 '/ C a) a)W^, W • Z C w ° Project Co o� T WESTON OAKS PUD o No. SCALE 141-033-19 i-- 20 0 10 20 N Type C) ENGINEERING 1 INCH = 20 FEET a) 0 Sheet �J m (-0 00T CASEFILE # SUB2020-00004 C/ .O a Q D U w 0 < ,.. Ir, Q N A/ w cj ILfL U � � ,R J 06 u z � � TIGARDPERMANENT SIGNING LEGEND 2DPo z z 0 0wo 1-1 C I 0_ 12" ----I 12" yi 12" 12" —.--I R,_, NO NO N O TOW AWAY - W z Z 0 SV �� � zo 30" X 30" PARKING ; 3'-SIDA°H PARKING ; 3'-SIDA°H DARKING , o i SIDED H ZONE ANY ANY ANY - EACH W \ / TIME TIME TIME 23S1D� _ W N 1— EACH SIGN , SIGN O , j SIGN ,��, SIGN ( 4 SIGN © W Q 0 J O tij • M 24" 1 24" 1 Z J a SW 95TH AVE Pi. TRACT B I. 0z 2 SIDED 7 2 SIDED 7 . - 0 ? d U SIGN ( 6 ) SIGN N (V 0- • J./2 m ww o � : Q j co I— t• C' a J Q N CITY OF TIGARD STANDARDS Q 7" TALL BLANK I' 6" UPPER CASE LETTER W 4" LOWER CASE LETTER 0 0 Z GENERAL SIGNING NOTES: Z 1)Contractor shall supply and install all signs, and is responsible for staking sign locations and obtaining MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS utilitylocates for staked sign locations. Signs shall be locatedper typical sign location or as shown onplans. Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Recommended Minimum Letter Height Q Z g 9 Yp g Initial Upper Case Lower Case Prefix/SuffixZ O Overhead All Types All Speed Limits 24 Inches 12 Inches** 9lnches** 6 Inches 0 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent L LI LII Signing Legend. Post Mounted Multi-Lane More Than 40 MPH 18 Inches 8 Inches 6 Inches 4 Inches L CC LLI D O Post Mounted Multi-Lane Less Than 40 MPH 12 Inches 6 Inches 4.5 Inches 3 Inches 0 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or J cn approved equivalent shall be used. Sign combination and minimum sign mounting height shall determine post Post Mounted 2-Lane All Speed Limits 12 Inches* 6 Inches* 4.5 Inches* 3 Inches LU CC Q CC length. Sign posts and anchors shall be installed per'Typical Sign Installation Detail'. No other type of post *On local 2-Lane Streets With Speed Limits of 25 MPH or Less,8"Blank With _ 18" 1 1/2"R 0 0 CD shall be used unless prior approval of the county Traffic Engineer is obtained. 4"Initial Upper-Case Letters And 3"Lower-Case Letters May Be Used. Q z H **For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes OZ LL Longer Than 12'In Length,8"Initial Upper-Case with 6"Lower-Case Letters May Be Used. I 0 O 6)Signing material I I 1 c ' A)Minimum retroreflectivity levels shall meet MUTCD table 2A-3 +' 1 SW Taylor Ior st 3 zt f" A)It is the contractors responsibility to verify the final street names with the County Survey Office L L I H_ B)Minimum sheetingt } i l I25" at(503)846-8723 before ordering and installing street name signs. PRIVATE ROAD N U ype shall be ASTM III Prismatic I I B)Street name signs for cross streets shall be designed to the standard for the road approaching C)Fluorescent yellow-green shall be used for school related signs sW 90 th Ave 2" the cross street. a" C)Use flat blade aluminum blanks. —I , I l D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top 12" NOT rvlAl NTAI N E D BY o C,4 0 + I of post with special brackets,unless they meet the following conditions: - - - i 3" I Any street name sign 48"or greater in length or 12"or greater in height will need to be 6" t sw Taylor st °"1 12" single sided and riveted to the post. Double sided signs with brackets are not CITY OF TIGARD •I 3" $4" I allowed for larger sign sizes. +4-, 4-, 4-, � PERMANENT SIGNING LEGEND } j}} f E)Overhead street name signs shall be one(1)sided,without borders and be installed with 0 0 0 5/16"Galv.Or SW Aves 1i Pelco brackets or equivalent banding type adjustable brackets. rn Remove Existing Sign(N) Face Sign 90 th 1 F)Prefixes shall be used for all street name signs. m Aluminum AlloyWasher i _ Prefixes:all upper case letters I a co a n, \RMN� Remove Existing Sign(N)And(M)Sign Support —�L_ I + Suffixes:upper and lower case letters — —{ Superscript for numerical street names:all lower case letters ri Install New Sign(N) 3/8"x 7/16"Drive Rivet 8" Y6„ 5/8" 3/8" rI sW Taylor St I 1s° G)All street name sign text,exluding superscript,shall be center justified type C font. J516" H)Common abbreviations:use MUTCD table IA 1,with these exceptions:Install New Sign(N)On New(M)Sign Support ,`\ Il_Il_i I th r f Ave=Avenue; Lp=Loop; Ln=Lane; Wy=Way Note: _ 3 11 N co / \ SW 90 Ave 18" wo 3 C, n, N • <RSN> Remove And Save ExistingSign(N) ;/ I j Typical Street Name All Letters To Be White On A Blue Type III N ra > p^ L L 0,1 Anchor Sleeve 214"x2/,18"deep / Sign Installation For Sign Tree o Relective Background. 0 0 O:C a = nRemove And Save Existing Sign(N)And Anchor2%X 2%",36"deep ! Arterial Intersections. s Remove(M)Sign Support ICI Typical Street Name Sign V; .S+ Sign Post 2"X 2", 12"deep 7 Installation For ,� J Ank Remove And Save Existing Sign(N)And ��� Local&Collectors W (M)Sign Support Intersections. P Major Steet co Maintain And Protect Existing Sign(N)And Support =� �' T ® TOP s (RIN) Reinstall Existing Sign(N) [E :ji e Of 5i9 S se Ot g 9 Sign Tree / ��� 2A' a e Otsign 1'Mi°to 6e CROSS INTERSECTION d Reinstall Existing Sign(N)On New(M)Sign Support 2"to 4" III M to 6 s T 3/8"X 7/16"Drive Rivet 9 Cn O O Z :` Reinstall Existing Sign(N)And(M)Sign Support !i\\��1 B'/ / O Q H 0 0 /\/,\ A,\/ Post AL Install New Sign(N)And Reinstall(M)Sign Support '// ///2 Sleeve z W a N ® wiivv ii< � iM 1 aC fE R c : < fWWmO 0 RXN Remove Existing Sign(N)And j/ •;A;�\/\ Anchor I N RS Save Existing(M)Sign Support �i\�%�`►/�\\iN� 0,1�;' j Sign TreeCO ?Aqiiillo � cc = O TYPICAL SIGN INSTALLATION •" ' �'�P TEE INTERSECTON m 0 N N=Sign Number , ♦ �� 0 In M=Material sp N W W D Materials:S=Perforated Square Breakaway Steel NTS 36"Mi" o���s �d� e Ot GA ' TYPICAL SIGN LOCATIONS H N Q LL W SP Signal Pole Stainless Steel Clamp of p Fao d%� NTS 1 N = Z SL =Stainless Steel Clamp on Street Light oe J CO ._ Fa D OZ_ 0 � 0 ��°`°"`O WASHINGTON COUNTY m W § ( 0 o a�`'GTON`O6 WASHINGTON COUNTY 1 ' DEPARTMENT OF LAND USE & WASHINGTON COUNTY PRIVATE I a a a Uco �'� TRANSPORTATION STREET NAME SIGNS �, �,, DEPARTMENT OF LAND USE & ROAD Cl) < cc m 3� �' DEPARTMENT OF LAND USE & �-�� TRANSPORTATION PERMANENT SIGNING LEGEND TRANSPORTATION 0 0 ORFGON ENGINEERING SECTION CO ENGINEERING SECTION SIGN Q 0 ORFGO0 ENGINEERING SECTION r PLOT STAMP: 07/05/17 12:09P KELLYE EFFECTIVE DATE: WASH. CO. # ai 7/01/17 6511 PLOT STAMP:CAL05/23/22 4:07P CSCHERMESSER EFFECTIVE DATE: WASH.CO.# �• PLOT STAMP: 07/24/18 11:12A ANTHONYD EFFECTIVE DATE:CAD: 6510.DWG 8/01/2018 WASH. CO. # 6510 CAD: 6511.DWG 141033_C8.OSIGN.DWG 3/18/2011 6521 0 C ^L` W 0 Z V/ c w 65 Project CoT WESTON OAKS PUD co No. o T 141-033-19 N Type ENGINEERING Cl)o Sheet 0 L pp COT CASEFILE # SUB2020-00004 C7.1 II /� W r-i LL i D I-WO to. NW t.�jLf3'min.to5'max. r8"white line 0 1 p S 2 S-RMExtend to EP if X<20' o© ® O 0 r� CTM� NaryIlow Lnle� • (to miss acing © O �� 1X . (� 2 oFo do Traffic A 1 to miss wheel tracks) 1' 2 V J = trec 7 n of ,,,,, ,,,,,,,, p' 3 1 �lV 1,� It Varies► l� Varies / - 0 } EP Z ' 0 11 6'min. �1• mm.I U / } Z I \�.�_ 10' 11' I i 1 WhiteO U .� .. + .... i Edge off % edge line v a — 4" \ 4' i Pavement(EP) 1 5 II I 8"white tin 20' 36� 20' 1 8„white bar Q 11111-4 1' 2'- Yellow (center within EP) �/� z — a 36` Direction of Traffic angle orientation YNellowLineD Double edge line ' 4 Verify loop detector v J 4' for field layoutplacement angle orientation STANDARD CROSSWALK STAGGERED CONTINENTAL CROSSWALK STOP BAR STOP BAR - LARGE RAMP METER STOP BAR W c� Z 0 4"WHITE LINE 8"WHITE LINE 4" YELLOW LINE for field layout CHEVRON BARS TRANSVERSE MEDIAN BARS TWO 1'WHITE BARS 2'WHITE BARS 1'WHITE BAR 2'WHITE BAR 1'& 8"WHITE BARS � Q (7 z � d 1'WHITE BARS AT 20' SPACING 1'YELLOW BARS AT 20' SPACING z Install per Standard Drawing TM530 Install per Standard Drawing TM530 Install per Standard Drawing TM530 Install per Standard Drawing TM530 For multi-lane ramp meter applications WB 0 CWD)) ,(VD-_2) (BR CBS 0 ® 9,4„ C 8 O CO > —8. 8' i —8' 8.— T8' 8._... L _ 6" 10'� 30'-- 3,4„ �� 3, 3,4„ �I 3,4„ �� 6„ 3. VIIJI1411111°16 W co co Z• o 1 i:) .- r—30'— 6' f 6' 6' I ~ 2 I 3,4„ 3,4„ z cn40' 40' 40' 40' 0 J D CIO '-I IIL ra ra IL = = = IL ® ® ® Z w J 0- o IL—� IL—® ® ® o I I I —� z —I 2' -I 2' F� 2' F� 6' 6' -- 4'� 6' 6' 6' 6' 6' - 4'� 3'6' r 6, O o o al 6 O. " 0 0 4" WHITE BROKEN LINE 4" YELLOW BROKEN LINE 4" WHITE DOTTED LINE 8" WHITE DOTTED LINE 4" YELLOW DOTTED LINE o BIKE RIGHT TURN STENCIL(white) BIKE LANE STANDARD STENCIL(white) BIKE LEFT TURN STENCIL(white) SHARED LANE MARKING (white) BIKE STENCIL(white) LL 3 IL Center marking within lane width Center marking within lane width Center marking within lane width Center marking within lane width or as shown Used for Intersection Bicycle Box applications. For lane extensions For lane extensions and bike lane extensions For lane extensions For proportion details,see current version of Standard Highway Signs For proportion details,see current version of Standard Highway Signs For proportion details,see current version of Standard Highway Signs For proportion details,see current version of Standard Highway Signs See Section 414 of Traffic Line Manual c c "0 (DLL) DLL 2 CNPR) NPL ® -a ( BD) (GRN) width of lane �LE betweenlldo width linesne BUS CON-) o - 40' 40' --40' 0' Mo '"E 12' 12' —12' 12=- 10'- 30'� l0'� [--30' �c, _ g F 9 4"space ®,,,,,,,,,,®,,,,,,,,,,®,,,,,,,,,,®� 4"space O 2" Ar •E % % 8' I8' N igiftillOVO IL-® ® ® ® 30, 4"space ®,,,,,,,,,,,,,,®,,,,,,,,,,,,,®,,,,,,,,,,,,,,® 0 B i IL IL- = = h 40' F 40' / Il `T\ �,6 rNI l Thru Traffic Side y 5, t w ZO0c, y 3'- 3' I— Increasing Stationing 6"► L__- Increasing Stationing6 O W a O = 2" CO WD-2 CA• , o c D 4"WHITE DOTTED LANE LINE 8"WHITE DOTTED LANE LINE NO-PASS RIGHT NO-PASS LEFT TWO-WAY LEFT TURN BUS (white) ONLY (white) Wt.,� 0 �' 6 2 GREEN SUPPLEMENTAL BICYCLE LANE GREEN SUPPLEMENTAL BICYCLE LANE sP I For lane lines in acceleration/deceleration lanes For lane lines in drop lanes 4"YELLOW LINES 4" YELLOW LINES 4"YELLOW LINES BICYCLE DETECTOR MARKING (white) SOLID LINE (preen) DOTTED LINE EXTENSION Center marking within lane width Center marking within lane width lf� !- For placement location with loops,see Section 416 of Traffic Line Manual (green) For letter proportion details,see current version of Standard Highway Signs For letter proportion details,see current version of Standard Highway Signs GF, 0 • II OM-4� C D. CND) NDW 0 Direction of Traffic O ® OW f �RS-L�G ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 0 i i 1 N Narrow Double-./ 3,° 4fj�‘\% t,,,, 1' 6' 1'space 4"white edge line-\ r 4� �'� 12 12"H t > 1 Yellow Line min. 1 12" Al, IL For traversable medianI )(m 1 N 10' C0 010' 8'/1 „�,,,,,,,,,,,,,,,,,,P„,� It v,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 4„space4„s ace 8' i C 111 0 0 I. 4 r„ „ p 1J r,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,n 6— 40' mm. " �4 Narrow Double (thru traffic side c) 36° i. �__ _ 36° angle orientation Yellow Line for field layout 4� angle orientation 20'� Edge of pavement I" 9'8" I. 19'8" - 19'8" 7' TRANSVERSE MEDIAN BARS IL For Centerline for field layout End Marking 4"white lines 1'YELLOW BARS AT 40' SPACING DOUBLE NO-PASS NARROW DOUBLE NO-PASS NARROW DOUBLE NO-LANE CHANGE TRANSVERSE SHOULDER BARS SCHOOL(white) SCHOOL - LARGE (white) CROSSING - LARGE(white) X-ING (white) For use at painted medians where Center marking within lane width Center marking within width of two lanes Center marking within width of two lanes Center marking within lane width distance between left turn refuges exceeds 200' TWO 4"YELLOW LINES TWO 4"YELLOW LINES TWO 4" WHITE LINES 1 WHITE BARS AT 20 SPACING ON-STREET PARKING DETAIL(white) For letter proportion details,see current version of Standard Highway Signs For letter proportion details,see current version of Standard Highway Signs For letter proportion details,see current version of Standard Highway Signs For letter proportion details,see current version of Standard Highway Signs 17' CYLD� (YLD) Ii�3'S �" . . CALC.BOOK NO. NLA BASELINE REPORT DATE OVQ1/2015 CALC.BOOK NO._ NLA BASELINE REPORT DATE 01OJ/2015 Wheel Stop •Dt s r-211 �{ 1' r- 1 1, I— —{ 1' I--- - �I1 I I NOTE: All material and workmanship shall be in accordance with NOTE: All material and workmanship shall be in accordance with (TYp•) l : o N. _ the current Oregon Standard Specifications. the current Oregon Standard Specifications. "tr The selection and use of this General Note: The selection and use of this ler'whiteline [I roVY V VV OREGON STANDARD DRAWINGS OREGON STANDARD DRAWINGS 2'(Typ.) ° YV YYu, } Standard Drawing, while de- 1. Arrow,letter,and bike symbol dimensions nominal. Standard Drawing, while de- , ` signed in accordance with signed in accordance with °° 36° `\�\ generally accepted engineer- ingPAVEMENT MARKING generally accepted engineer- ing PAVEMENT M A R K I N G ° princip/esandpractices, STANDARD DETAIL BLOCKS Hprincip/es and practices, STANDARD DETAIL BLOCKS K `r4"white line Direction of Traffic Direction of Traffic is the sole responsibility of is the sole responsibility of � p Y � p Y o DISABLED PARKING DETAIL (white) YIELD LINE(white) BICYCLE YIELD LINE(white) the user and should not be 2018 o the user and should not be 2018 O used without consulting a DATE REVISION DESCRIPTION w used without consulting a DATE REVISION DESCRIPTION LEGEND Registered Professional En- LEGEND Registered Professional En- Direction Of Traffic,Increasing Stationing IL- Lane line dimensions are shown on the gineer. gineer. Or Thru Traffic Side striping plans �'—i Direction of Travel Effective Date: June 01, 2019 - November 30, 2019 TM500 Effective Date: June 01, 2019 - November 30, 2019 TM503 in z —I Q CD O LLJ W 0 Ir Q O 0 4 I *Stop bar shall be placed as near as possible to the intersecting traveled way. Q Q I Locate stop bar 4'min.to 30'max.in advance of the extended fog line, Z 0 2 edge of pavement,or curb face. Minimum stop bar distance may need j z I to be increased,depending on location of pedestrian ramps(see Detail"A") r•r yy 0 CIOYB 0 yy and/or vehicle turn radii(see Detail"B"). Field verify sight distance and truck -• LJ_ I turning movements. O O *4'min.to 30'max. w H_ tn I ® I� ® ® ® ® ® ® ® ® ® ® ® ® ® ® 4i I A i i _, ._, ._, Wheel track S S v . I o 0 0 of turning vehicle - 0 (do not stripe) di- dr di- o 0 0 * / -� yy Place stop bar outside of 4'min.to 30'max. } turning vehicle's swept path 0jr' I,_ L Throat of ramp - _ \ �' ,7 _,A % 2'to 3'from throat of +' +' +' ii ramp edge to stop bar' YB E 15' \ min. / ® ® ® ® ® ® al 1 1 Q ¢ m cJ 0 1 s Swept path of turning vehicle CD co o T ‘ Edge line termination I d- if shoulder width Is 8'or more Detail"A" Detail"B" > a; / STOP BAR PLACEMENT WITH STOP BAR PLACEMENT WITH o - a; PAVEMENT MARKINGS FOR TYPICAL INTERSECTION / RESPECT TO PEDESTRIAN RAMPS RESPECT TO TURN RADII c c 3 Z 3 o *' to to O b.A 3 W g N +• 2 0 0 Ce a I > IL LL IL IMO SIDE STREET LW/2 LW/2 CW-SC Throat of Ramp��. �� on CEO I (Typ.3'to 5') �,. SIDE STREET Lane Width(LW) 2'min. (both sides of ramp) 4211, CV ® i L 4'min. ��, bn 0 0 0 O 5' Curb line4 with35 , 7 V Q_ Q H 10 0 COO �� . 1 (stripesstrr should eto engter�d on L and / L cc W > a N LW/2 to avoid wheel tracks) V � � � WOWa O Wheel Tracks o < w z m 0 N Beginning of"W-2" •5 f j (Typ.at full width WD-2 C I WW 0 ZLL N of right turn lane) 0 0 STANDARD CROSSWALK BARS cem to (w 2) STAGGERED CONTINENTAL LAYOUT AT INTERSECTION Q N W 0 o 0 NQLLIj End of"W-2" 0 To be accompanied by Standard Dwg. Nos.TM500 thru TM503 J = Z > (Typ.at start of taper) Ot h CV 0 D General Note: a 1 CALC.BOOK NO. N/A BASELINE REPORT DATE July 8,2016 D 0 Wheel track of 1. Install crosswalk bars such that the throat of 0 Z 0 co turning vehicle 0 the ADA ramp is entirely within crosswalk markings, NOTE: All material and workmanship shall be in accordance with LU Li Q CD UI 0 SIDE STREET or 5'back of extended fog line,edge of pavement,or curb face. the current Oregon Standard Specifications I (n Z The selection and use of this OREGON STANDARD DRAWINGS COVJ 0 0 coQ co General Note:co Standard Drawing, while de- Q O CI) 0 0 a Install bike lane stencil to avoid signed in accordance with INTERSECTION PAVEMENT T ao'-. right turning vehicle wheel tracks. generally accepted engineer- MARKINGS (CROSSWALK' co cl ing principles and practices, c LEGEND is the sole responsibility of STOP BAR & BIKE LANE STENCIL) 0 cn the user and should not be 2018 co INSTALLATION OF BIKE LANE STENCILS INSTALLATION OF BIKE LANE STENCILS ED Direction of Travel used without consulting a DATE REVISION DESCRIPTION Z c O FOR BIKE LANE SEPARATED BY RIGHT TURN LANE FOLLOWING INTERSECTIONS 0) It -Lane line dimensions are Registered Professional En- c shown on the striping plans gineer. uJ rn I Project plotfile_TM200s_500s.dgn :o Default 1/4/2019 9:35:44 AM hwyr20m TM530 WESTON OAKS PUD Effective Date: June 1, 2019 - November 30, 2019 No. 0 T 141-033-19 1- Type isi v ENGINEERING Sheet 0 pp COT CASEFILE # SUB2020-00004 C7.2 • 1 LEGEND 1 , PROPOSED EASEMENT LINE D U Q PROPOSED CENTERLINE 0 § I N - - PROPOSED RIGHT-OF-WAY LL rrRR J co - - PROPOSED LOT LINE V D Po _, J - - BOUNDARY LINE Z `D 0 Z a 0 0 0 PROPOSED CONCRETE SIDEWALK = I a CC Pc N x a Q - (7 PROPOSED PAVEMENT W • Z O0 a Q 0 3 X PROPOSED STANDARD CURB / w 111 W N 0 0 _ _ - PROPOSED WEDGE CURB W o o o x W W . o0 lj PROPOSED STORM LINE & MANHOLE Z c_, Z , O XSD w � � a ���SDCB RIM 185.36' O PROPOSED SANITARY LINE & MANHOLE O w SDMH RIM 185.75'NORTH X : 12"RCP IE IN NORTH yw�,-y)� 12"RCP IE OUT SOUTH X yY 12"RCP IE IN SOUTHWEST G _ CHANNEL 178.56' 0 SDMH RIM 185.91' nn U a SDCB RIM 185.04' 12"RCP IE OUT NORTHEAST I 12"RCP IE IN NORTH 179.61' �� PROPOSED WATER LINE AND VALVE LL 36"CMP IN EAST 179.51' '�' X 15"RCP IE OUT SOUTH 179.61' �.I 0 VERTICAL STEEL PLAT/WEIR IN MH ® PROPOSED 1" WATER SERVICE & METER x SSMH RIM 185.38' - I. VI CI- PROPOSED STREET LIGHT N N O Oj� M XCD x oi "TANGELA " • �a b X G� Oz�a ZOOS 2 LcIej 0 ,I LOT 7 LOT 6 LOTS 2�r�0s� coo X /� ok O xX 0 S' WATER NOTES , �� N O + - - o± i 12"HRLM181.95' a - - - - - - - - - - - - - - 0 INSTALL 1" DOMESTIC INDIVIDUAL WATER SERVICE WITH 0 r j 12"HOLE IN EAST SIDE OF PIPE180.30' SENSUS MXU520-R AUTOMATED READING RADIO UNITS x - 0 6 PER CITY OF TIGARD DETAIL 520 (TYP.) X, W lx I T+ - O INSTALL 8"X8" TEE WITH 8" GATE VALVE (MJxF) THRUST BLOCK REQUIRED. Zi Imo ' OINSTALL 2- 45° MJ BENDS W/ RESTRAINT JOINTS. X > Ej I I I I I �i " - - - - ST. STA. 9+94.07, 5.15' RT - SW EUNICE LANE LEG = PARCELI 1 I 2 I 3 I 4 I 5 III O 7 I ST. STA. 9+95.92, 7.00' RT - SW EUNICE LANE LEG SSMH RIM180.78' INSTALL PERMANENT BLOW OFF PER CITY OF TIGARD 8"IE IN NORTH -, 1-' i ���� 0 8"IE OUT SOUTH LO I Q "" - DETAIL 570. CHANNEL 172.25' X 1 vi ST. STA. 10+70.80, 7.00' RT - SW EUNICE LANE LEG IINSTALL FIRE HYDRANT PER TVWD DETAIL 502. 0co I I I I I -fi- - 8 I O ST. STA. 9+98.65, 15.50' RT - SW EUNICE LANE LEG x'r I I \ ) I- - - - DEED DOCUMENT O6 NOTE NOT USED _- O ■ii: NO.98-080216 XG 0 i i - - - - - x I O - - - / II � O7 EXISTING DOMESTIC SERVICE TO BE REMOVED BY O 1 I 1 / �. CONTRACTOR. + - - - - • _ �� r--� �q; > i SDCB RIM 177.25' ''' �' ' IN __TRACT A _ _OPEN SPACE -1' - - 12"RCP IE IN NORTH 175.15' 12"RCP IE OUT SOUTH 174.95' II 1 1 1 13+00 31 SUMP 173.35' 1i 01 11+00 , ,;W EU ICE LA,I• - PR VATS `TR ': © - - mi r ii f -- - -I - - , ', i --- ,. ��M�►.� TRACT C PED PATH Q O 2x 1 ,I• IR_ _ _ _ _ _ _ _ _ - - i`■%® ► -, t , J `J I- a CC w I IN V 11I I�-- = = is m - - - - - - - \ _ __ To 10 W O III z rx I �� I. ,...; \ I o X 11 I III I I I I 1 v W II. N - -- II I 17 I 16 I 15 I 14 I 13 o _ - - p ' I o CD 1 ' .'w TRACT E 11 z I- LLxI , • IIIO OPEN II °- SPACE II II ! I� I II I - - - - Q 'UJ if -1 0 II TRACT D I I I I I - U x 0 I I STORM uI I I I I I 1 2 ��,�, I w I I FACILITY CD o 0 N CV cV CV "----1 cV CI 1 ,,+ El O O O / >(/ L i X� - -\ Z * Z . ± - - - - gi �� I - - - ❑ ❑ ❑ ❑- • - - - - - - O -• f0 -, -, LL W CI CI Ce !-\� �G T _ ® APPROXIMATE LOCATION OF + CO n _- 0 I LATERAL PER COT MAP Ol XI1 _ II x F-� Q o a W NI CD m Ur M o DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT N n 1."RCP IE169.52''- I NO.2018-083345 NO.2018-037329 NO.2003-021157 o oM dr 0 o A GJ 1 I 21 c c 3 *' In X.SDCB X1 RIM 171.70' 10"CMP IE IN NORTH 169.65' •CA f6 d d •O 4J 1 10"CMP IE OUT SOUTH 169.50' G G C0 0- = > .c, ,I H r II 11"RCP IE 168.58'-...,,.,..., I X I X O x � '-I : 11 (./7x I I R 1 x IIXX (noo co SDCB RIM 168.85' I I I 0 O w O O 10"RCP IE SOUTH 167.61' SEX.SDCB#2 RIM 169.68' • I / 10"CMPIEINNORTH 167.7' W Q 0 10"RCP IE NORTH 167.69' N , 10"RCPIEOUTSOUTH167.76' N I o� z � W > 4 CC CC C\I 0 I = W � W � N < W Z m 0 CO N Wlr�l \ , Hm � Z Lo SSMH RIM 169.55' `' Q N 0 8"RCP IE IN NORTH CD 8"RCP IE OUT SOUTHWEST , l O > W CHANNEL 161.25 CO f,) / F- N 4 LI W L / (/ J N z / / Ca O Z o to 0 ir o SSMH RIM 16fr ' fp �i' W Wo w�x mZ aa co o0 ASDCB RIM 16707 F9 OSD10"RCPIE166.53WATERLINE NOTESr SDMH RIM 167.69' CU O SD 12"RCP IE 166.23' IC 4r-0 / -A- ALL WATERLINE JOINTS TO BE RESTRAINED, EXCEPT WHERE o L. () NOTED ON THE EXISTING CAST IRON MAIN, WHERE a) STRADDLE BLOCK ARE REQUIRED. o c z c w 6 / Project col WESTON OAKS PUD `'o SCALE No. O (---;--T • 30 0 15 30 141-033-19 '4 SD 11"RCP IE 164.66' Type 1 INCH = 30 FEET ENGINEERING ...) M M M a)o "o ► Sheet L co COT CASEFILE # SUB2020-00004 C8.0 STOP SIGN LOCATION a Ni Q (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK 1 ] 1 > CURB JOINT DRAINAGE BLOCKOUT PERMANENT SIGN INSTALLATION) STRIPING = Q SEE STD 3" I.D. SCHEDULE 40 i 0 a I N DETAIL NO. 146 5' MIN. SEE NOTE 5 ROW 1'°_ 6' DWV (ABS OR PVC) / \ PC/PT EXISTING DRIVEWAY - PIPE W/COUPLING T MATCH WIDTH & GRADE rI� C iminn_ 1" BATTER 1 Zi=ii=ii=ii=i - - ISIDEWALK �► v ¢ I °°I-11-11: - 2% I„ - R/W LINE J =ROAD\ 1' 61 ' R ° �, I - - CURBSIDE ;,, r- c5) /' • ROAD p;.,;.; \ _ j _` u �.I 3•/ T Sao Pz VARIES SEE NOTE 3 a • r-11 r i'f°i f.4. 1. 'i If-(f l-f(f-III- ° -IP 12" O Z z o -1 I I-1 I I I I 1=1 111 I I J\ :I I I I 11 I'- f„ f 1 ;=;I_ RgNs �F4 !IPV N6 d1/2' III2" OF 3 4"-O" BASEROCK d,/ ° ° d MAX. .l 5' MIN 2% SIDEWALK C7 z o0 0 0 o • O° ° ° °a 1i=11 TRUNCATED DOME6' to ` t z \� a COMPACTED SUBGRADE BASE COURSE-� _aiir DETAIL /sl k°� SEE 0 24" H- _ \ ��1 P oo LANDSCAPE SEE NOTE 2 NOTE 3 N-LANDSCAPE LL = X N COMPACTED SUBGRADE f U U \P0 �, �> STRIP STRIP 0 M SIDEWALK ADJACENT TO CURB 2' ,- W � \ • 0 C7 OO 0 0 0 � Q�P EXPANSION - W z Z o PLANTER N. � 5' MIN. ROW O O O otw O: c<<' JOINT (TYP) A 11 Z w J a STRIP > - 0 2% 6" 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. OO Qo p W • Q z 30' MAX ,_, w ROAD .; :=:c.,;-. :_.'_ :--0:t: ;,=_::: o' 2. EXPANSION JOINTS: CURB o w _1 I PC/PT 3 3 a > 0 w w l- 10' MIN c� a f=�l(='11t=17�=rjt=1. ��1=�il=�ll��111=' A. TO BE PROVIDED: PLAN �IIII�IIIIIilllEllE111�,. �IIII1IIII-1 R/W - Eli -III-1 1) AT EACH POINT OF TANGENCY OF THE CURB. \Os 2" OF 3/4"-0" 2) AT EACH COLD JOINT. RAMP TEXTURE 6 0°- COMPACTED SUBGRADE BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. PATTERN DETAIL 3/4 PROJECTED TOP PLAN VIEW 7 OF CURB _ MAX o M 4) AT EACH END OF DRIVEWAYS. �- 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ° ° SIDEWALK AWAY FROM CURB B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, FOR REFERENCE ONLY STREET ° ' II III III-11 �R/� o\� , oo°, 1 COONOM_NCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' 4' 6" ° g ° d - -III-- III ' FwgyLT o o 3. CONTRACTION JOINTS: oo; 00 0 00 • . •' - I � SP ak i 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2% FLUSH cD 0 000 0 Opp: • A. SPACING TO BE NOT MORE THAN 15 FEET. III III=� < - 12: 1 000 00°o °° °�0° 0°°re%,o°sa`°°°° II ' I G� 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 1-I I I=III-I I°8° .o° •%. •a=-;,;,s. °° , _ 0 0 0 0 o I, III III=11 III-I I I-i I-i i-I _ -iii=�i�_ _ III-III 1 -1 > IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. '�=III.III- 1i=r11 nI=III-ll1 III-1)1= 1=°°° ��,, `' °, 1=111=111=1 I I=I 11�11 -III I I PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT '=-I11= _ , <o:P*A' * � o°:ut 2" OF AGGREGATE 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO -III-II SECTION A-A (3/4"-0") SPACING NOT TO EXCEED 45 FEET. „ '=II1E11 0 0 0 00 0 0° o 0 0 COMPACTED SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 4 P.C. CONCRETE _ °I'1' ° o 0 0 000 0 00 I1=11I p� 00 000 ° 00 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, -III, IIIII o 00 0 0 0 00 00 0 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 2" 3/4"-0" A . BASEROCK 1III-11 0 0 0 0 000 oac) 00 NOTES: A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A-A 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE NOTES:SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. A MINIMUM THICKNESS OF 4 INCHES. 2" RADIUS ALONG BACK OF CURB.1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1 C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' / 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED EDGED ON 4 SIDES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 6. SEE STD DETAIL NO. 146 CITY OF TIGARD APPROVED BY: NO SCALE RI CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE OREGONell MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. STANDARD DRIVEWAY ENGINEERING DEPARTMENT APOV ENGINEERBCONCRETE DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. rriENGINEERING DIVISIONaTY ENaNEER WHEELCHAIR RAMP DWG. NO. '� ,� ENGINEERING DIVISIONCITY ENGINEER DWG. N0. JPUBLIC WORKS DEPARTMENT � PUBLIC WORKS DEPARTMENTPUBLIC WORKS DEPARTMENT , • PUBLIC WORKS DEPARTMENT_ 13125 S.W.HALL BLVD. /� 13125 S.W.HALL BLVD. CURB & GUTTER 13125 S.W.HALL BLVD. ///���A 13125 S.W.HALL BLVD. TIGARD,OREGON97223 JANUARY 2013 SIDEWALK LO TIGARD,OREGON97223 JANUARY 2013 1 26 TIGARD,OREGON97223 JANUARY 2013 STANDARD CORNER 1 /8 TIGARD,OREGON97223 JANUARY 2016 w/LANDSCAPE STRIPS 141 Q TIGARD VOICE:(503)639-4171 - TIGARD VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 1 !V TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 L APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE I_ W 0 z Z 0 OL1J 0 CL I- D o As required in V o_ 0 CONSTRUCT 1/2" TO Off typical sections D Q 3/4" RADIUS LIP Street Street of construction CC 0 0 0 EXISTING DRIVEWAY - CONSTRUCT DRIVEWAY APRONL _ plans MATCH WIDTH & GRADE MIN. 3" SAWCUT AND Area z LL VERTICAL BREAK 1 ' T-cut (see Z Q HO O A R W LINE -1 4• ' ^ ° ', ° ° ��� �� Surfacing j/ / 1SEENOTE3 • •.6„ EXISTING . . GlJ'LTEfi°. ' ., . . .•• • . .4 .' •4.' • . • . / Topsoil or as V I- U PAVEMENT eq. �. , °c . .. • SEE NOTE 4 SECTION , �o ," �o11 ,-�` ,"�'- a �� 0 6:a Lyc7( directed Base Material 5 MIN 2% /- SIDEWALK 2" OF 3/4"-0" COMPACTED AGGREGATE Zq 4e w " ,' _ Jp �� o 0 i 1 CURB AND GUTTER �� `� �' aU U o 0 0 SEE 0 0 0 0 O aC g O tY Q °�' °�' °++' IL LANDSCAPE NOTE 3 N-LANDSCAPE SEE NOTE 4 000 STRIP SEE NOTE 2 STRIP OQ w U 0E 0 o 0 0 CC N1/4, aU Oo( - 0 CONSTRUCT 1/2" TO 9-nr)nc Z I j .- a� +' Q m Q `°' (7 (7 pao_ 3/4" RADIUS LIP /) 1 - a0 0 p - Q QSAWCUT MIN 2' _ � �� /��a xS > - +� . z A FROM FACE OF CURB w 0 CONSTRUCT DRIVEWAY APRON �' x 0 E 'c 0 z o �- 3' _ 30' MAX -_ 3' -� 1 J '� i : cn E °° 3 °' a, N �; `" I 10' MIN • ► ' MONUMENT CASE & COVER cia) oo o L o PLAN ���j�/���/ i. : ' 1 . o 0 o o C 0_ o o a > R/W �P� EXISTING ���5 " '• :.1::.:: a N Q N (n 0 g R�J� PAVEMENT aC ' i • =o, I • m 3/4" PROJECTED TOP 0 SECTIONpr,...... --t Qo I • .�o��I�-l�� NOTES: Q o o U Q / OF CURB L2� % MAX ° °d'; 0 �� admit \ 2" OF 3/4"-0" COMPACTED AGGREGATE 1. MONUMENT BOXES TO BE CAST IRON OR G" Min bedding „ > _ - - -_ - `)R �Oo STANDARD CURB ALLOY SUITABLE FOR HEAVEY TRAFFIC 6 6 / STREET o °° ; =III,-11i- -- (-III-III-II r F�q #1036 OR 1033 SUPPLIED BY: below outside of MIN MIN CO W z c' ' a 4. •d • _ 'I-III, II'- y ^ LOADING pipe bell 3/4" 0" cc 06 0 0 ° =1 EAST JORDAN IRON WORKS, INC. crushed aggregate ' a ~ 0 0 00 • ° =III=1�1- Z W a 4 oa o -0 0 °°'°'°' og ° 00p0o 00 11 SEE NOTE NO. 4 NOTES: (PART NUMBER 3680) ,� W cv o0 0 0 0 0 .I.111-I 11=1 11=III'=1 11=i i=i I '��� �4 �j W o_ W I I-i I-III-III- I= 13127 STATE AVE 0 1 . SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE MARYSVILLE WA 98271 )- I .7, < u1 z m O N 2" OF AGGREGATE TO CURB FACE AS POSSIBLE. 360 651-6144 // \�� /' -\i \\� � = W 0 z co SECTION A-A (3/4"-0") COMPACTED SALES REP: (503)367-7925 2 Min Trench \�/j\\��j�� \\j\\���� °� 0 N m o 0 In 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS foundation o > -I Lu DIRECTED BY THE ENGINEER. 2. ALTERNATIVE TYPES MUST BE APPROVED stabilization J = z N < LL W ui o NOTES: 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET BY THE CITY ENGINEERING DEPARTMENT. if required c\v COO j 4-5 OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED D o 0 0 co 0csi 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. CO - Q z 0 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW NOTE: Q 0 CC m o PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE FINISH GRADE. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 0 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED. 2. JOINTS TO BE TACK AND SANDED. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. o o 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOINT. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. L• 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. c (FOR COMMERCIAL DIRVEWAYS ONLY) z 0) CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE APPROVED BY: APPROVED BY: E CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE LU OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. 6 , "'�7 ENGINEERING DIVISION COMMERCIAL DWG. NO. MIENGINEERING DIVISIONCURB KNOCKOUT DWG. N0. �� ENGINEERING DIVISION MONUMENT DWG. NO. ENGINEERING DIVISION TRENCH DwG. No. Project CITY ENGINEER CITY ENGINEER CITY ENGINEER CITY ENGINEER i PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT . , PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT T 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 14' _ TIGARD,OREGON97223 JANUARY 2013 FOR DRIVEWAYS d5 co TIGARD (503)639-4171 I;. tlT 13125 HALL BLVD. ��// VOICE:(503)639-4171 TIGARD,S.W.S.W OREGON 97223 JANUARY 2013 BOX 13125 S.W.HALL BLVD. VOICE:AX: )684-7297 APPROVAL DATE - TIGARD VOICE:(503)639-4171 1 7 10 -w�/� �7'1 TIGARD,OREGON 97223 JANUARY 201 3 BACKFILL Q 0 FAX: (503)684-7297 APPROVAL DATE -��LiGARD VOICE:(503)639-4171 v No. TFAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE 141 033 19 Type o ENGINEERING Iv .o Sheet L pp COT CASEFILE # SUB2020-00004 -2 0' • LL r LOUTSIDE OF WITHIN mSIDEWALK ADJACENT TO CURBDPAVEMENT PAVEMENT - 7'-0" - - 8'-0" PUE 0 9 O ¢ IN 5'-6" M w >> BREAK FLANGE SIDEWALK 18" CAST IRON 910 LL ¢ B "' SIDEWALK 6" MAX. VALVE BOX TOP o cci o FINISH GRADE 18" CAST IRON 910 V,I\ 3" MIN. J ----------VALVE BOX TOP / / r i i �'�/' i' Q °� o. I I .. j \j\/ % j \� � \ij\\\i�\\. I I J _ • • Da 2 18" CAST IRON 910 BOX _1 L_ _ w:. ;u.�;ii:- .. � .• 30" MIN SERVICE LINE DEPTH `�\\\\\/ 12 x20" ROTOCAST METER BOX, \ �/ ,•.. °• • '.-6i;�:•;•:�;•:•;••: F;�i.;�i fa.,S fo�.�n' > PROVIDE 24" BY ' /\+/ f .S!•:e=•:4!4r:i-•,e!n�!t:•!w- �;..;�..;�l.,'�!;'�_; = I d 4' THICK CONCRETE • .• .LA j///// + W/12"x20" COVER W/5-1/2"x11" 1 1/2 /4 DRAIN ROC \ \• \ \ \ \ \ \ ,• \`� �"I _ 1 PAD (SEE NOTE 4) CAST IRON INSERT WITH NO I:-4 / r rt) z _ 0 TOUCH READ HOLE IN THE TOP �a TAR PAPER (MOISTU I HAND TAMP BACKFILL _ 18" OR INSERT. NO HINGED INSERTS =f ;., 6" DUCTILE IRON PIPE W �' Z p AROUND TOP SECTION 6" MIN. .;�'%:,! %:,�. RESTRAIN ALL JOINTS W/ 6I _I0 d LIJ t12" \Ji'!- !.�1" SCH. 80 STEEL PIPE SHAFT SIDEWALK ADJACENT TO CURB "FIELD LOK" OR EQUAL GASKETS \ w CC \ �Ny LL W 2" SQ. OPER. NUT \� e..9 II'_ 111111 ' LL 0 OR 1" SOLID STEEL ROD .� „�_.�, „-, / W o M 5'-6'' -- 5'-0 8'-0" PUE -- �\ .i. •.� ., � `\�`��� /� 6" MEGALUG RETAINER /`// \ `C W : O o 6" ASTM 3034 PVC f IcL,I 1/8" MINIMUM - 1'-6" f '�`/y/�/ °j�\/`/* z Z L� f 1/4" MAXIMUM GLAND (EBAA IRON) LLLI J a 6" MAX. CLEARANCE \ \ \ \ \ \ \ \ \ CONCRETE PIER //r//// //\r/\//\/\AA/,/\/\/\i\i 6> GATE VALVE l� _ OPERATING NUT EXTENSION \����ly\\ \ \ ";"'';:';':,"'_:."'�.'"'"''''' / BLOCK • • . F.: • \i/ FLG. x M.J. M.J. x 6" FLG. TEE 0.~ 0 (SEE DETAIL NO. 505) 'r`-'-`-'-'-'-'.= -=-;- -'-`i 1. �, 0 5 ) 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, SIDEWALK WITH PLANTER 2.0' ROCK GUARD 1/4" STL. PLATE W/12"x20" COVER W/5-1/2"x11" L TO BE 5 3/4" DIAMETER CAST IRON INSERT WITH NO STRIP AT CURB O CE, W/HOLE IN CENTER TO TOUCH READ HOLE IN THE TOP SIDEWALK 3" MIN. ( 3_, OFCOH ODATE MOVEMENT OR INSERTAFT . NO HINGED INSERTS 6" MAX. BREAK FLANGE N 2 1/2"x 2 1/2"x 3/8" LONG TOPSHORT A SHAFT WELDED SIDEWALK WITH PLANTER STRIP AT CURB /'"''"`•'''''••''''�'''°'"I � J `�''\ o�� O . M! .. , \��v/\/��//`ijr,,aiii//1/0... /�//,„// ��C '• o0 4'.. ' 'i��i���i!��� :�F��F!" T\ • < �6 STEEL FLAT BAR NOTES: ��i�\%�'�\\ /-. \ \!'n iivvor /v.i•;•••;••,7_•�'.�� r,:fdr.od- o\ oo . 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" ' - �� g D ASTM 3034 PVC PIPE NOTES: CUSTOMER SIDE MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: �� I /\/\j�j\/\j j\\/\\ >, ,> 1. SURVEYOR TO INSTALL TEMPORARY HUB A. OIL RESERVOIR fJ \ \ \ \ \ \ \ ` 3 x 3 x 3/8 x 2 LONG � c� o �� AND GUARD STAKE AT LOT LINE FOR B. BRONZE ACTUATION NUT • �' NOTES: \�\\�\\�\\�\\�\\�\\ STEEL SQUARE TUBE METER INSTALLATION. i %///1 s%//i C. BRONZE SEAT RING /\/\ / \/ 2. BOXES SET IN CONCRETE SHALL BE ���1 1) VALVE BOX NOT TO REST 9-10 SEE PLUMBING CODE D. WEATHER SHIELD CAP NEXT SIZE LARGER. ON OPERATING ASSEMBLY. / 1 �;� FOR DEPTH OF E. SAFETY SLEEVE COUPLING 3. CENTER OF METER BOX TO BE OFFSET j�l.::�i� ._- F. THREADED NOZZLES WITH "0" RINGS 2) OPERATOR EXTENSION 'I I I I' 1' FROM PROPERTY LINE. + I >rin��i � COVER REQUIRED WHEN VALVE NUT I 4. BANKED METERS WITH SHARED SERVICE � • •.,!:=• • •.;.: •••,:, G. NATIONAL STANDARD THREADS IS DEEPER THAN 3 FEET ' 2. SAFETY CHAINS TO BE REMOVED. ® 24' LINE TRENCH SHALL HAVE 18" MINIMUM �,I 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4 MIN BY DISTRICT FIRE MARSHALL. 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. AXIS OF OPER. NUT. NOT ; ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 4) PROVIDE 24" SQUARE BY 4" THICK 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ARE BANKED IN SIDEWALK AREA THEN 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED CONCRETE PAD AROUND VALVE - 24" WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM DISTANCE BETWEEN ANGLE STOPS WILL VALVE NO LEAD ANGLE STOP) BY ENGINEER. BOX OUTSIDE OF PAVED AREAS FINISHED GRADE BE 24". OR EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 1" TYPE "K" SOFT COPPER TUBING 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) - SEAMLESS ON THE 4 1/2" PORT. Cl•1'Y OF TIGARD APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE 1 OREGON THEODORE S. KYLE, P.E. 1 oREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E. OREGON LORI FAHA, P.E. FIRE HYDRANT ippl ENGINEERING DIVISION TYPICAL GATE DWG. NO. Er ENGINEERING DIVISION OPERATING NUT DWG. NO. Tr ENGINEERING DIVISION DWG. NO. IT ENGINEERING DIVISION CITY ENGINEER DWG. N0. J PUBLIC WORKS DEPARTMENT CITY ENGINEERCITY ENGINEER CITY ENGINEERPUBLIC WORKS DEPARTMENT' II PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 1 WATER SERVICE 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. r�.� TIGARD,OREGON 97223 AUGUST 2015 ASSEMBLY 5 42 . 1 ,1 TIGARD,OREGON 97223 JANUARY 2011 VALVE 503 j TIGARD,OREGON97223 JANUARY 2011 EXTENSION 505TIGARD,OREGON97223 MARCH 2017520 yy�RD VOICE:(503)G39-4171 VOICE:(503)639-4171 TIGARD PAX: (503)684-7297 APPROVAL DATE FAX: (503): 6)639-4171 ------- FAX: 684-7297 APPROVAL DATE TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE - I- W 0 z Z 0 Ow 0 CC D 0 i111=11 I=)I 1-„au„ - - III-I[I,1,. II 1-1I I� r. -I II II. V 0 II ill .:`,.,IEI IIII�. 18" CAST IRON 910 BOXES i 3'-0" 6'-0" - = cc Q Q ' II�L' J.&1 Il ;:::` 11 i l; 0 ,.., r II IIII ;.\ �\\& 4\\� \ \ \ ; FINISHED GRADE 4" MAX. tn z w I1. In 1il -III \\� \ O M i\1 TRENCH WIDTH z Q O �I�� l \� AS REQUIRED \ ���������������� r a W >-PLUGGED TEE PLUGGED CROSS O w ~BEND PLUG OR CAP MIN 2" BRASS PLUG V I- > UMi r/ ,/ ,/ TYP GATE VALVE HAND TIGHT 1111 � � ! - \ram \\a�\ ) r 2" ADAPTER COPPER -ul II „a , (SEE DETAIL NO. 503 4�II t__. H � I._.,_ _- 1 IIII-_ '. , , a 3 �' SWEAT TO FIPT o 0 0 • 'MIN . I. °.' .a. 2" COPPER TUBING o 0 0 ------ ----- _____ m - 1S a n 3000 PSI .,. (TYPICAL) COMPRESSIVE STRENGTH .• Cl) Cl) Cl) • -- - _ - CONC. THRUST BLOCK -11 L= -11- "=1 I I =�I=i 1 •"-1 I I I I I-I I 1 a o z : fi =�.� AGAINST UNDISTURBED } •• 0 0 0 ce oo v EARTH-BEARING AREA " �is ' pp�_li iil _ I,0; i LATERAL PLUGGED CROSS TEE ON BOTH SIDES OF PIPE •i vir' o•' f•' ' �:: .� i':i'�' '�' 2" ELL COPPER Q o Q rn TIE RODS WHEN =._•=*-All*4.-t-.`r:e•irciY=�r4it . • \• •�Ilt��•kPV SLIP o Q(CONCRETE DIMENTIONS - ,,� .: ...�.�._ ___ z Q ARE MINIMUMS - SECTION REQUIRED, AS PER �` ` wv/��� ` ,�, 7IY3) CONCRETE THRUST BLOCK SCHEDULE REFER TO DRAWING NO. 56 MANUFACTURERS lE 4 `S o * �j�' z vi (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FOR BEARING DATA) 12" RECOMMENDATIONS 2" ADAPTER COPPER >� z - U c, MIN TYPICAL: SWEAT TO MIPT I FITTING 90'BEND, TEE, OR 45° 22 1/2' 11 1 4° r _ N �' M / / /sx v/`�/`x `x/`//`�/ CONCRETE PIER BLOCK a 3 4) a1 N M SIZE (INCHES) PLUGGED CROSS BEND BEND BEND \ \,4•A\6\A '' MECHANICAL FIELD RESTRAINT c c > *' \ • • REQUIRED 0 0 cc a = > -i \,- TAPPED 2 w L o cp 4 01.9 01.3 -- -- //'////'////'//'//'//'/%/%\ (/��///'�j�/j'�/• PLUG, CAP 2 TAPPED i\\//\,. A ,��\ \\j\\\\\\\j // _// /\A /, OR OTHER TYTON JOINT PLUG OR 6 04.0 02.1 01.3 -- 1- //' ' '//'�//'//'/'',.•.'.' • '' - FITTINGS AS NOTE: RETAINER WITH MEGALUG 8 07.1 03.9 02.0 01.3 REQUIRED THREADED BRASS PIPING m MAY BE USED IN PLACE OF 12 16.0 08.8 04.5 02.3 1 \ 4�, COPPER TUBING 16 28.4 15.5 08.0 04.0 �` ° PERMANENT 24 64.0 34.9 18.1 09.1b " 'a. .9 cp `EDGE OF PAVEMENT V O " 0 zO - STREET PLUG OR W z ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN _! _ o ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO • 3'0" PHASE BREAK z W W Q < 4 COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING %`�//\�/�// ///\//// ' ;MIN j\%/\`%/ /\`'.\ \. MJ GATE VALVE ® W < N STESSES, USE THE FOLLOWING EQUATION ` '` '\ '` '\ ',,/\ . . ► /\/ \/ '\� AND VALVE BOX W 0. W pE CV RETAINER GLAND �% �\/��/���/ DITCH LINE COMPLETE ~ 1 -0 •7 Q W Z W O CV BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) \/\�\�j/j/jays\\,, REQUIRED = w O Z co NOTES 2'-0 18 4 -0" \. \\:\\:\\�.�\���\/�C. \\.\/4\\4\-,--\-\ ® \/�\•///�i a N m p p - MIN. MIN. MAX. / CV I-I-I J W I•..lii 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER t II' !II' �`® ® N Q I j 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 // _ -o 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. PLAN • \\�r\\\/ �\��\rr� ��\��\��\� \ �r\\\ \'\\\J\\/ J N Z 5 6 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) UNDISTURBED EARTH /� 0D i Z p (A -o QUANTITY BASED ON PIPE SIZE 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON W - o THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. CO 0 U 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. MECHANICAL FIELD co ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING RESTRAINT REQUIRED CO p p cc co ® Q o STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 1. END OF LINE BLOW OFFS T 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 2. BLIND TEES - 22 BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. BLIND CROSSES 0 BE DETERMINED o THRUST BLOCKS ARE IN SQUARE FEET. 4. VERTICAL BENDS IN THE FIELD c 6 NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT TEMPORARY o z E APPROVED BY: APPROVED BY: APPROVED BY: .5) CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE c OREGON THEODORE S. KYLE, P.E. • OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. LJ ENGINEERING DIVISIONSTANDARD THRUST DWG. N0. MIENGINEERING DIVISION DWG. NO. iur ENGINEERING DIVISION CITY ENGINEER2» STANDARD DWG. No. Project CITY ENGINEER CITY ENGINEER STRADDLE BLOCK171, PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT T 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. W ESTD N OAKS P U D CO TIGARD �p7� TIGARD,OREGON 97223 JANUARY 2011 BLOCK 560 TIGARD,OREGON 97223 JANUARY 201 1 561 TIGARD,OREGON 97223 JANUARY 2011 BLOWOFF 570 C7 I IGA D VOICE:(503)639-4171 4 -'w 0- VOICE:(503)639-4171 _IGARD VOICE:(503)639-4171 O FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE No. T 141-033-19 Type ENGINEERING o a) Sheet e t 0 op COT CASEFILE # SUB2020-00004 C9.1 a15Q ENCAPSULATED WATERTIGHT SEAL -VA- w MANHOLE STEPS SEE RUBBER GASKET USING NON-SHRINKING _ STD DRAWING NO. 100 GROUT. .• j ; / I 0 cr I m LOCATE FRAME AND COVER g" MIN. BETWEEN � - �� LJ a ` wa co N OVER LEDGE OF AT LEAST KNOCKOUT z ` 2 ¢ ] 01 U 12" IN WIDTH 0 .o_ :,�s L M o j o �,� 48" MINIMUM - PRECAST PVC I °O '` \ (w/l �� A. PIPE CONSTRUCT CHANNEL 1-1/4"illN1-1 8 °I / O U I L ilia) 0 I a PIPE �°. 5" MINIMUM �:• WATERTIGHT SEAL ,-_ I r I 1•'I N 1 I.D. SANDED BELL USING NON SHRINKING °'•! .4. <‘_ //0 MATERIALS. (� (� w FITTING GROUT. cn '; -- f5" MINIMUM 11 J AI IL c; z d CONSTRUCT CHANNEL AND •• PIDEl PLASTIC: 0 z d MAXIMUM 27" FROM TOP OF FIRST- STANDARD FRAME AND COVER OR ° p 12" MINIMUM SHELF IN FIELD CSP -� d 10-3/4" m W 5 STEP TO TOP OF CASTING WATERTIGHT FRAME AND COVER.SEE ' $Ipila / MUST CONFORM WITH ASTM W STD. DRAWING NO. 110, 120, OR 130 ,,' 4 D.I.P ;a 12" C-478. STEEL REINFORCING / ct SET FRAME IN NON-SHRINK GROUT 6"MIN. ° PVC SANDED BELL _ _ j__----T d4 F. a W = 0=i _ - _ _d BAR MINIMUM 1/2" GRADE 60. W o M�'G' "� iowogowormomongm- _ i. SMOOTH FINAL CHANNEL To MEETING REQUIREMENTS OF ¢ 0 - r •,.;� 3/4 VERTICAL HEIGHT OF PIPE. ' ° Zrd W J NOTES: r 8 i ASTM A-615 ENCAPSULATED CD Z o �' _ _ - i. WITH INJECTION MOLDED Q 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM -i. Zr. TO THE REQUIREMENTS OF ASTM C 478. • GRADE RINGS (2",4",OR 6") - T° ° ° 6" MIN. COPOLYMER POLYPROPYLENE w J o_ MAXIMUM 12" SET IN 12' MINIMUM OF 3/4" 0" r z COPOLYMER POLYPROPYLENE PLASTIC \ WITH SERRATED SURFACES. O �, 11 2. SEE STD DRAWING 020 FOR POURED IN PLACE NON-SHRINK GROUT COMPACTED BASE MATERIAL xs - CONCRETE MANHOLE BASE. 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM • STANDARD ECCENTRIC MANHOLE STEPS SEE -•*maw s it zos's."ititifs c r - 1/2" GRADE 60 REINFORCEMENT j/ �+ 0. KOR-N-BAND 0 •ak a• 7' / TO THE REQUIREMENTS OF ASTM C-443. 36" CONE STD DRAWING NO. 100 INTERNAL �'� e SMOOTH FINISH CHANNEL 4. MANHOLSEE E DSHALIL NG BE WATERTIGHTE CONNECTIONS TO W - POURED STAINLESSri TO 3/4 VERTICAL HEIGHT - STEEL BAND OF PIPE 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL z 48" MINIMUM O ► 48" MINIMUM �' f® 12" MINIMUM OF 3/4" o" REQUIRE A MANHOLE AND CHANNEL DETAIL. 1= I N P LACE COMPACTED BASE ROCK N • O NOTES: c 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES w J IMIIIKER1 mSHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL D INTERCEPT rt-4 1. ALL STEPS SHALL CONFORM TO ��� ��DETAIL. g •'a . -MANHOLE SECTION I �- a PIPE 5-3/4" THE REQUIREMENTS OF ASTM c7� . �6. N(VARIABLE HEIGHT) C-478• o w z���ay = 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) z - z d l7 2. A , 1, 4,, o 0 • . 0O 5" MINIMUM USING NON SHRINKING • ' � m oMANHOLE WALL BETWEEN PIPE BREAKOUTS AS oWATERTIGHT SEAL - co oco ::a.: A ANNfII F CTFPC f\ IICT RF O c� MEASURED ON THE INSIDE FACE OF THE MANHOLE. U PIPE I . .. w GROUT. I��I�I������I, TIGHT AND FIRMLY EMBEDDED. �J�' , ��ak I 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM "r I.D. . ' ;• 6" MINIMUM AND FLEXIBLE .<: . e . _ / G AND 4" MAXIMUM CLEAR OF PIPE WALL. 4 �2. f5" MINIMUM ••yam 24" MAXIMUM OVERLAP CONNECTOR , • .a� 3. ALL STEPS WITHIN A MANHOLE . t •., i b .} ' •f • SHALL BE OF THE SAME > 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 4 MANHOLE STEPS SEE " • 12" FOR SANITARY CONNECTION AND 48" FOR STORM 12' MINIMUM OF 3/4"-0" ' � �� '� " ..• � �: CONSTRUCT CHANNEL AND • DESIGN, TYPE, AND SIZE. CONNECTION. • STD DRAWING NO. 100 ' COMPACTED BASE MATERIAL ; .. • •' -0': :,,, ;• 12" MINIMUM SHELF IN FIELD RIBBED a' 12" (MIXING OF UNMATCHED STEPS :d a PIPE lell -� I CONSTRUCT 8 MINIMUM CONCRETE . • '<0 -1\-SEAL SHOT i IS NOT PERMITTED 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND �• • )• COVER SHALL BE USED IN ALL EASEMENT AND OFF CHANNEL AND MIN • a s Y r •' • STREET AREAS. SEE STD DRAWING 130. ~° 12" SHELF IN FIELD1iRs� s►�F• - aaazu • '"• ,f SMOOTH FINAL CHANNEL TOE_ a• d 4. STEPS ADJUSTED OR ADDED PIPE 3/4 VERTICAL HEIGHT OF PIPE GASKETS �11Ilggjl�1� W SHALL BE EPDXIED IN HOLES ,- _ z' - NOTES: a .. I • .D. • �` AFTER VACUUM TESTING a THAT ARE FREE OF MOISTURE 1. ALL PRE-CAST MANHOLE SECTIONS SHALL e •• ' AND DEBRIS. (EPDXY TO MEET 2 CONFORM TO THE REQUIREMENTS OF ASTM • ' - - _t - - - - - ® NOTES: C-478 AND APPLICABLE PROVISIONS OF I ASTM C881). �� • STANDARD DRAWING NO. 010. I I WATERTIGHT SEAL. SEE NOTE 4 a a SMOOTH FINISH 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF 2. ALTERNATE METHODS TO BE APPROVED BY _ r t CHANNEL TO ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, CITY DISTRICT. P 13 3 E 3 PIPE WITH GASKETS * ' DRAWING NO. 010. 3-3/8" FOR PLASTIC .. 3/4 VERTICAL .r _ 3. BOOTS TO BE SIZED PER MANUFACTURER'S SAFETY STEP 12" MINIMUM OF 3/4" 0" COMPACTED .- •:•• • • PIPE OF 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH RECOMMENDATIONS/SPECIFICATIONS. BASE MATERIAL OF 3000 PSI AND A SLUMP OF 2" TO 4". STA\ DAD VA\ HOSE D E - CAST/POUED I \ PAC - VA\ HOLE CO\ \ ECT 0\ S \ VANHOLE STEP C1eanWaterr Services �/ A\ H O L E A S E C1eanWate� Services CleanWater Services C1eanWate� Services J DRAWING NO. 010 REVISED 10-31-19 DRAWING NO. 030 REVISED 10-31-19 DRAWING NO. 100 REVISED 10-31-19 DRAWING NO. 020 REVISED 10-31-19 Q W 0 z Z 0 OLLJ oCC 1 � o 2 MANHOLE ACCESS V POINTS REQUIRED , CONFIGURATION DETAIL INSTALLATION DETAIL p ' DETAIL A CC <MI �1I 1 1" PVC ANTI-SIPHON H 1" FLAT FACE LETTERING C PIPE ADAPTER 11 .e ,w O H PRE CAST a " CONICAL RECESSED FLUSH O DRILLED ANCHOR\ `// (I) Q �a ( ) HOLE SHIELD STAINLESS BOLT HOLES (2) SANITARY REMOVABLE I� O LJJ } COVER ONLY ALL SNOUTS AND TRAPS FOR CATCH WATERTIGHT EXPANSION CONE ANO wA STRUCTURESINS DS SHALL BE QUALITY ANTI-SIPHON VENT ❑ 10" OPENINGACCESS T P v ♦ ♦ o S EXTEND ABOVE HOOD PLAN (NARROW END OUT) V V U J� O O T �O MANUFACTURED BY: O 1 1/2" PICKHOLE O ��♦�.�.�A F MIN. 3" TO MAX. 24") DETAIL B . 6"\A� „ O ��'�CV * 7O FCO02 O BEST MANAGEMENT PRODUCTS, INC. I \ /r/' 260364 �� 53 MT. ARCHER RD. "OA\ \♦ v '/ - -- SEEERTIGHT DRAWING EAL 030 FOAM PSAGBACKING /", LYME, CT 06371_L � , T.d (TRIM TO LENGTH) 1 1/2" PICKHOLE � O O' 1 O ASTM A4>3 O (860) 434-0277, (860) 434-3195 ��� � O CL356 FAX TOLL FREE: (800) 504-8008, ->_� 1• N N CU 01 �I/4., DD • OO OO FLANGE NG 6 CC w �U (888) 354-7585 PIPE TYPE, SIZE, / LL • }' }' }' 1/�'� \ ` /'�, WEB SITE: WWW.BMPINC.COM AND CONNECTION /�'j', O \�A/\-1� 00260365 TY/YRX • --- PER PLAN, AS � ATA/��i \ 9fr\ .\ o QO OR PRE-APPROVED EQUAL. APPROVED +/,'\•�-\.�.� l / SEE DETAIL #260 INLET I- r 1 OUTLET m LD cn Q �\ MOUNTING FLANGE OUTLET PIPE (HIDDEN) Q Zp Q m 9,q /��/�\ A/' ,P OO OO FLOW T- _ N �Ns TO s��' (1 6) 3/4" �,� FLow FRONT VIEW SIDE VIEW w w HOLES AS SHOWN \- z < ! z COVES TOP \ o c u; O COVER BACK INLET INVERT ELEVATION s 18" SNOUT OIL-WATE -DEBIS SEPAATO� r 3 w COVER TOP �, Z •w " N I MIN 0.20 FT ABOVE NOTES: 3 ++ M 24-3/4" �J - OUTLET INVERT ELEVATION 0 pcD I 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES ANCHOR W/ o o cc a = > -i w w SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR 7I ., w w 1. •. r '' BOLT I- 1- OIL & FLOATABLE PRE-APPROVED EQUAL. - 4 DEBRIS ON \(SEE DETAIL A) 22 1/2" I z o SURFACE CANNOT 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT m iii 60" MIN/84" MAX - SUMP COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" SEAL SEE Q EXIT PIPE m o 4 r 36" MIN LAMINATE THICKNESS. DETAIL 030 60" MAX 25" m Q •" 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A 18" Cn °• MANHOLE STEP MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE > V / 24 3/4" DIA. ► ,. SEE DETAIL 100 CONFIGURATION DETAIL) GASKET CO4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED VJ W z p / �, 3 7 1/4" 7/8 • . - ,, ° SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD p p ZZ Co 1/1" wr/// j�4 ' •. AND STRUCTURE U Q H - 0 . I t ' NOTES: 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" (SEE DETAIL B) z w CL W > < dr • FROM I.E. OUT. CC CC 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF N 3 3" _____f__ I ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWING 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND o (W Z UW) CL O NO. 010. A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. BEST MANAGEMENT PRODUCTS, INC. ,,, Q W Z m O 53 MT. ARCHER RD. > CC = W O Z 000 23 - 6" SQ. 2. INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. LYME, CT 06371 2 7/8" 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE m CV 24-1/2" TOLL FREE: (800) 504-8008 (888) 354-7585 Q N a a FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. CO 3. PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA. WEB SITE: WWW.BMPINC.COM CVW WJ W 31" .- 7 1/2" SQ. SUMP VOLUME AVAILABLE PER DEPTH OF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH H N Q LL W 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE SUMP STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY J M 2 Z T3 OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM MANUFACTURER. (SEE INSTALLATION DETAIL) CV 07 O - ui SECTION VIEW 22 1/2" DIA. 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 7622" M.H.= 84.8 CF 141.3 CF 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE INSTALLATION NOTE: CO 0 z0 0 co 0 CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" M.H.= 115.4 CF 192.4 CF STRUCTURE'S WALL. (NOT WITHIN GROUT) W § W 2 Oj NOTES: POSITION HOOD SUCH THAT BOTTOM I G7 Z 0 SECTION VIEW 6. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL PROVIDE SPECIAL DETAIL FOR VOLUME 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER ~ CC Q Q 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. REQUIREMENTS EXCEEDING 192.4 CF FLANGE IS 18" BELOW THE PIPE (n 0 a m 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. SUPPLIED INSTALLATION KIT. INVERT. CO KIT SHALL INCLUDE: o 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 7. INSTALL PER MANUFACTURER'S INSTRUCTIONS. A. INSTALLATION INSTRUCTIONS T 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. SUMP VOLUME REQUIREMENTS B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER °' 8. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE 20 CF/1.0 CFS OF INFLOW C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING p 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. C DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 CF MINIMUM REQUIRED D. 3/8" STAINLESS STEEL BOLTS cy) SEE DETAIL #110 F0� MANHOLE FAME SPECIFICATIONS. E. ANCHOR SHIELDS L SU3U3A\ AND STA\ DA. 9 WATER QUALITY WATER QUALITY Z Ew STORM WATER IV A\ HOLE LID VA\ HOLE FRAIVE A\ D COVER C1eanWaterSi C1Wter Services V A N H O L E ( S\ OUT) A C1eanWater Services V A\ H O L E 3 C1eanWater\ Services Project cO DRAWING NO. 110 S A N I TA YREVISED 10-31-19 REVISED 12-16 NoWESTON OAKS PUD REVISED 10 31 19 DRAWING NO. 120 REVISED 10 31 19 DRAWING NO. 250 DRAWING NO. 260 0 T 141-033-19 Type Cl) ENGINEERING a) . L Sheet co COT CASEFILE # SUB2020-00004 C9.2 n N QNOTES: B '+ U 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12" SPACING EACH WAY. � ] MANHOLE LID FACE OF CURB 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE '-• = Q co / AS APPROVED 1 4" PER FT. (1.4. 0 WALL SHALL BE WATERTIGHT. • A W/ 6:1 BATTER / d . I 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. (TYP) SLOPE • . • . '• • ♦• . • ': ¢ N 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN • a 6" • ••• " rid a • cvi SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. • SEE NOTE 4 GUTTER PAN 12" WIDTH TYP A a ♦ ALL5. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND SMOOTH. �� • �6 ( ) i-r !' I ,. SEE STD. DRAWING N0. 400 Cl, J o0 NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A � F ° SEE NOTE 4 , _ A d A o o WATERTIGHT SEAL }E•� IIIIII - . ..- . FOR FRAME AND GRATE ° 6. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275 7. DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. LIFT HANDLE MAY BE SOLID 4 G FACE OF CURB 60„ LI. ' ' ,' III I • OROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN -4* 1 ° _ 3 WEEP HOLE LOCATED ® p IIIIIIIIIIII _ c. RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR r 36" 24" -- -- BACK OF CURB AT BASE OF SUB-GRADE---1 m MAX -IIIIIIIIIIIIIIIIIII II1 t_. I I I I z O PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" X 16 X 3" LG SS REDHEADS. PLAN • AGGREGATE (TYP) 24" ♦ /V� 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, STOP TAB • ♦ ' ° • - 1.1111111111111111111111i, •. FLOWc, ri L.I 0 a OR SOME OTHER DEVISE. 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE -'Is -� a . Imo- . ■I■I■I■I■I■I■II■I■I■I■I■I I� • .• '• ' (I) z BOLT PATTERN MATCHES. `d. •.. c t ♦ �/� 10. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET H-20 TRAFFIC d . . ° • . ♦ • ! �' 18" ♦ II°• •• • 1- ° • WATERTIGHT SEAL SEE STANDARD ♦I • • • •• W • Z LOADING.. ADJUSTABLE LOCK HOOK WITH FACE OF ' • • SEE DRAWING 030 SUMP DRAWING 320 FOR PLAN VIEW ♦' C• d LOCK SCREW OR APPROVED EQUAL. .�° .°" GUTTER ♦. p 4 • FRAME AND GRATE i 0 z S ORIFICE "A" 0 - - �R (SEE TABLE) t' DIA. HOLE FOR ' . , • STAINLESS STEEL n' I l`� �\ I I= ♦ 1 • W��II 0 o EXPANSION BOLTS LIFT CHMEN�p 36" ► 42" 36» 1/2" PRE MOLDED 36" �„1F' EMBEDMENT ATTACHMENT �` '; EXPANSION JOINTr �v (40 = N18"X18"X i/a" O 1" ROD OR TUBING `'�� A-I FILLER (TYP.) B p �� W MSTAINLESS .. SECTION A-A B STEEL PLATE IIIM FRONT SIDE MAXIMUM OPENING ♦ • LIFT HANDLE DETAIL � PLAN _ W 0• ri OF GATE DETAIL PLAN VIEW • I• I j, 1 /�i\ I=1 I I- I-I I-_ Q w► �1 _ _ •' ,\\\%; �_ =1 (=I 1-1 11-1 I I III1 I I I I 1=1 11- z '� o SHEAR GATEJ J�_y MANUFACTURED BY KENNEDY VALVE OR EQUAL •4 • •' 6" MIN. TO 10" MAX .•'1. \\\\\%��\\, \\ \\\- III .d 1=1 11 Z J1" TYP. • FOR POURED • . . FINISH GRADE� \ MAX 30` FLOW INVERT •. w axi_ RESTRICTOR PLATE, ORIFICE RESTRICTOR PLATE PROJECTED : tdIN PLACE • • • 11 I O z ORIFICE WITH ORIFICE BOTTOM-FACE GUTTER LINE -.• •4. ► -► • . f ,•♦ w 5" WITH INSTALLATION NOTE: B & C (WHEN OF GUTTER WITHOUT �, ' SEE STD DWG 120 n J 0 4" MIN. CURB INLET OPENING d• REINFORCEMENT • • • • LL SPECIFIED) FOR MANHOLE FRAME DEPRESSION a 4 '� 60" v POSITION HOOD SUCH (SEE TABLE AND AND COVER TOP-FACE OF CURB •'- °e FOR PRECAST a ' • MAX MUM 4 2" MIN. 2" MIN. ; ♦ MAXIMUM THAT BOTTOM FLANGE it( DETAIL) MANHOLE RING (12" MAX) • ' r •., : ..„ IS MIN 2" BELOW THE 1 1/2" . • . r,.... ,... ORIFICE B INVERT. ORIFICE C OVERFLOW SEE SNOUT ' BOTTOM FACE OF CURB • d� e, f _ 6" FOR • _ ELEVATIONDRAWING 260� # s" '� ���. d 18 POURED INONE SNOUT MAY BE , iA`�QiI��+.a EMillii1li�� ��j,�, , .USED FOR BOTH + a•- MAX. \\ MAX,.,) e• 5" WITH iMAX. ORIFICE C AND B. 18 PLACE 4. 21' ORIFICE B �, PROJECTED GUTTER LINE • : REINFORCEMENT \ I N IT MAY BE NECESSARY �' \\ 4111111114 3" WEEP HOLE _� O WITHOUT DEPRESSION ♦.• • ♦ ♦ •• �' \7 FOR PRE •/ - . c� TO USE TWO SNOUTS .4 LOCATED ON OFFSET ORIFICES TO �� AT BASE OF d ° • ° • l ♦:d CAST I 0� m MEET PLAN ELEVATION. / W • o 4411/0 SUB-GRADE E� ♦ • t ' SUMP " 18" SUMP < 4_..,., - a ° M\N STEP. AGGREGATE a a :: a i, 4_ w w z O. y_ 4 MANHOLE 40 INSTALLED (TYP) i ', 1*; 1 • ► i + + Q O ORIFICE C \�. • •. i. 18„ = CO • w rn • SNOUT DETAIL SIDES OF . • •- . i . SUMP ♦ 6" d•♦ •°•. i o O �� ON BOTH + /`\ •♦G ♦ • j • ° • Z o o ORIFICE B •*i ,.,/�[P a 36 \� ♦ • ♦ • d •L-U �•. I` �� C :\sue! BAFFLE WALL • I♦� ON ° i P F( cc 4 8" SHEAR GATE 1 (SEE STD � •d i FLOW CONTROL STRUCTURE °Ur ✓SEE DETAIL ` \� „ . a DWG ,00) s" b a , d•' •'• ° � ., - ---.0- / Goo Q s • \ 30" �� • ♦ ♦ 6" 24, 6» 6" 27 3/8 6> • t \� TABLE �„ SHEAR �' SECTION A-A SECTION B-B ts;b0-0 \fir GATE 30 1 1/2" - _ Diameter Of Manhole (In.) 60" MIN 60" a he LIFT HANDLE 36 �28"� 27" ��. F.L. (In) 168.80BAFFLE \�.. •. �. , , 2"- SECTION �- 3 F.L. (out) 168.60 WALL �� „ FO\T VIEW / GUTTER SECTION A-A NOTES: Outlet Pipe Diameter (In.) 12" " • LINE Number Of Orifice a a' F NOTES: 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. N► PERSPECTIVE VIEW SHOWING / " - 0" COMPACTED BASE MATERIAL. Orifice A Elevation 166.60 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3 4 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED Diameter Of Orifice A (In.) a RESTRICTOR PLATE i „ ORIFICE A - 1z D-P R-cS S c- -D GUTTER AT CURB INLET 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. WIRE MEETING ASTM A497 Orifice B Elevation 173.70 Qo. (SEE TABLE AND N� NOTES: 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND Diameter Of Orifice B In. 1.14" DETAIL) WIRE MEETING ASTM A497. SLUMP OF 2'' TO 4". ( ) 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF Orifice C Elevation AND A SLUMP OF 2" TO 4". 2" TO 4". 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH ei 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. Diameter Of Orifice C (In) Dia.-See Table a a 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). CHANNELIZED. STANDARDS AS SHOWN ON DETAIL #400 Overflow Elevation •• 4. WALL THICKNESS SHALL BE 6" MIN. TO 10" MAX. FOR POURED IN PLACE STRUCTURES. 6. PRECAST STRUCTURES CONFORMING TO ODOT TYPE CG-2 CATCH BASIN INLETS ARE AN Rim Elevation 177.42 ` ISOMETRIC CUTAWAY 5. PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY, REINFORCEMENT FOR PRECAST CATCH BASIN ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET CWS STANDARDS NTS SHALL BE REBAR MEETING ASTM A-615, GRADE 60 OR WELDED WIRE MEETING ASTM A-497. AS SHOWN ON DRAWING 320). \ LET CATCH BAS \ ( CG- 30 D TCH I \ LET ' AREA DA N r\ cnFLOW CO\ TOL STRLCT� R � C1eanWate\ Services CleanWate\ Services CleanWater Services TYPE I CleanWater Services REVISED 10-31-19 D TADRAWING NO. 390 DRAWING NO. 270 REVISED 10-31-19 DRAWING NO. 330 REVISED 10-31-19 DRAWING NO. 380 REVISED 10-31-19 l' W 121 z Z 0 OLLJ oCC I' D 0 28 3/4" SEAL THE AREA BETWEEN THE END ❑F THE CASINGCI N. LIN�PORTY 1. ALL STORM AND SANITARY SERVICE AND PIPE BY F❑RCING GR❑UT INT❑ THE SPACE V Li) PIPE LATERALS SHALL BE MARKED ON THE AROUND THE PIPE AT THE DIMENSI❑NS SHOWN. 27 3/8 SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS: v) Q SPECIFIED Ce EASEMENT 18" MAX. 24" MIN. 4 H ..0000♦>.•O>000>00> •.•.♦00♦ ��t��SnC.` 0 H •STORM DRAIN LATERALS "D" D H o ,d.2 >.,pll >.,ppl >.,pll ,1 �� > a a .,._ .. �. y �'� •SANITARY SEWER LATERALS »S» i SMOOTH STEEL a v, w �"'„ :;�,�••••�;�;�;s;�;� �•��:�: �'�� Z ii w Pllll•l✓• A A \\�\\ PIPE CASING m a J N (n ,w LL 2. LETTERS SHALL HAVE Yz" MAX. WIDTH ♦ a z w a o 2 v' O 0 I' I'/1 AND A MAX HEIGHT OF 4" n JOINTFLEXIBLE Fill .a m w J I OL 1 wa o• vi w u a ¢ I_I_I 3. LETTER SHALL BE CENTERED ON TOP \\ w N Ce a o m a r (0313103dS SV) ► FACE OF CURB. oa a o o “0-,9 01 «0 ,4 V V > U SECURE 2X4 IN PLACE w w ? ~ 2 1/2" x 1/2" 32 ,/r' II II 3" W/ CURB STAMP DETAIL M Ell N ? o w m \ :; :� SQ. EDGE FLAT BAR J� I AGAINST PLUG A w ,, w 1.♦�..�'►♦...,�J BACKFILL TO PREVENT PLUG BLOWOFF rm a a z A......1.....�.� 0 £ v N N 1/4" u vi w z a WI w �� 1 .. . .:`t. o 0 0 v, a u o ICI..■I�I�II�P. c CD CD J r-I-1_-L___I-� 3 16" 3„ X 2 1/2" X 1/4" TYP. V 2 1/2"-0--1 �- '• a o cw� J , ` �a CO MO.a w w 5 z v) .��.�.�.�.�.�.�.�.�.�.�.�i� TYP. ANGLE TYP • a "CE L.J �' �� • �.�•= ••••' :••..•.•.'''••..•.•.''`.•'.".'••• w m [a w D_ ,....• .• i♦♦♦♦♦♦♦♦♦♦� "<.i i i i wi w �.�0�.�.�.�.�.�.�.�.�. Z ate+ ate+ ate+ LL i \ /1- _ PROPERTY LINE OR \- SEWER PIPE o. 0. a w z �_ x '- -- ------.o... � ���� ����i���� o c0 c0 c0 w 1/2" X 3„ BOLTS HEIGHT AS SPECIFIED o'. ... .0 0: ' • az cv z ao J v �II�II�IIn�II�II�IL.�.j 1�.���0.�.��o�..�.�.1 v CC HEIGHT: TOTAL UTILITY EASEMENT o :•'o'•.o. LiO ~ �����JJO��•'...a...... "" j 1�.�.�.�•�.��0����„/ \ w 2 EACH END OF o o. Z 0 < L..........,;...♦♦♦♦♦♦.. !�� 0.1 STORM 12" 2X4 LENGTH OF 2X4 0 a •o,..0. 05 ti w a ,.......... ..........., ni !i,�/ h..a♦ r m ♦..♦ N a rn 000 .9.,p;o: oo ar. .pp,q, ':oP. 8.000 .:o \ i\\\�i ��\ \ a o w E \ �...��. ♦...1 �!Z I v.• o'. o..•o. o• opoOq ' a .0..0, o 'i\\\�\i \ ��� y o ca y m p ���.�.�.��� .�.�.�.�.� i m _ OR pi LOT LOT#: AS SHOWN ON 0.0-g. . oo�� 00 0 .. ?•:.o:• • d••.'D• -"Ile-- -------1 \\ z x 1- w 1....♦ •i....♦ - z SANITARY i APPROVED SET OF Q-�'o 080-o': o,po•P'o•°n• o • 8• o. o°. 0'%\\\ice\\ \\\ -- ¢ 1.... �`• .....♦ o m SECTION A-A MIN e OD PO' ' ' ii \\\ \\\��\ z N m y ¢ z cn > ;<, vwi m Q 3/4" SEWER 36» PLANS MARKINGS TO ?_X4 �� � - o :o•. o o ii \�� z J a z J J w ��.���� ������.�.�.�.1 0 Z Q PLA\ MAIN FACE STREET i� \\ \ • \\ ¢ TYP PLAN \\\�� \\ \ _\\ \\\ � \- v i m 1- - a m N c� ��.❖.•.�/w o..,.,.,., z m z • \\%� \� \\\ ,\\\%�\\\� FILL ANNULAR SPACE WITH ti ti m o ��Oi�i�i��x D��OOi�i / m N \\%\\\ii1\\\\\\% SPECIFIED MATERIAL, LEAN owa U w w w z w m I..�.�.-# v ��4 i0 7 - • - w - (GREEN COLOR -SANITARY) DE 4GROUT, PEA GRAVEL, OR SAND ; J ¢ X ¢ a a �O%%%%ct %�!�%i N y Z U es GROUND �7_ AS APPR❑VED, z a oa m w CO z o P.���.�.�.N<.*$,• = C C i N N I (WHITE-STORM) co �' Vi a a a O o o C ICI>��.�.�. �.�.�.��\�� to 3 GJ N Ni M 27" 1 r 1 1 2" 1 1/2" lr BEGIN AT THE FAR END AND 4 j j j a a w z z w -f-I-I I: '`"' i p o FILL BACK TOWARD THE rn J z ow o o z J o > a_ o a - NOTES' MIN wo J o y w J N J z m N �•vr -� , CC a 2 > INSERTION HOLE. a " ° ° ° a �' a w c..) v> T T ` w H r� -I---I'7 / /i�r< 36„ FILL BORE PIT z ai ri v iri ri w ¢ ♦�.... ♦. �i1 1. FOR NEW CONSTRUCTION ALL SIDE SEWER PIPE SEAL DETAIL ���� ���� m WITH COMPACTED AIR VENT AND FILLING ;n �����������.�.�.�.����.j a 3/4"-0 BACKFILL POINTS SHALL BE REMOVED �........... ........... �o��os�� _ ��� ��.. � O�Oi'�Oi >. AND SIDE STORM PIPELINE CONNECTIONS GROUND ♦•4............♦• 4♦.♦......♦♦......• 1' `0,0- �i�O0i�1 m TO 8" AND 10" MAINS SHALL BE WITH SURFACE a MATERIAL PRIOR T❑ GROUT PLUGS BEING Y 1' �.�.�mz%O�OOI 3 3 M A GN E TI C�.- > INSTALLED. J '''''%'''�'�'�'�'%'�'�'�'�'�'�'%'�'�'�'� ' !: f.O,sw 2'�I% 1 • �*•<m i������ 1 6 FACTORY FABRICATED "TEE" FITTINGS TAPE 1n c5 •• .....1 UNLESS OTHERWISE APPROVED. - ▪ a 1• ♦..�`...... 5 o > ♦..!♦.....1 w > L i SECTION B- 3 �__ _ a (03131D3dS SV) ... ....... 2. PIPE MATERIAL SHALL BE ONE OF THE III- N CASING PIPE J J J J• ~ c�JH� p . ������������1 FOLLOWING I=1 I I,, I L� ¢ m cn «0-,9 01 „0-,4 H «0-,£ o 6'-12' DIA.- 1/4' MIN, THICKNESS, J v, v, o 0_ A. PVC ASTM-D3034, ASTM-C900 =III 1- 0 15'-24' DIA. - 5/16' MIN. THICKNESS, m m a ~ a w :OO�::�:�:OO�:�:�:�:�:�:0�:00c:�: ''' 1 i ��i������1 aaaa w .S«V>ggigilll»llll ,.., } 0 ........1 = w J J J J Y U Z i0W♦♦VV VOW♦♦�♦V♦�♦OV VOpN♦�����♦�� $. ♦......4,,, � CC W Z B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING I= OR AS SPECIFIED - ,.....>1.....>1........ ♦......�`..1 O (STORM ONLY) -1 II m m m m ' i.......*�.1 - THE FOLLOWING: z > > > >m a m ��.i��.�.�.�.�.�.�.�.�4'SQ pp C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." I- J ~ ~ ~ ~ J^ �� �!���������������������,�� �' Z W Q ~ O 2 1/2"x 1/4" SQ. EDGE FLAT BAR D. PVC RIB MEETING ASTM D 1784 NOTES: > > > >a az XVIN "Z 4._�������__�__�__�_ *♦ FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." J J J J c� zc /si+A nn ' E. CPP MEETING AASHTO M252 SEWER PIPE aaaa �I--1 I J CC W > < 32 TYP. GRATE BAR (8 EA.) PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. l I- F 1. PROVIDE PIPE NIPPLE AT TOP OF // AS SPECIFIED C 0 0 0°' '�'•" """ "' " `�'`�`�'�'`��� '�i��l l'�'I I�I� l OE OC N - o CASING, AT EACH END OF CASING OR z ''='=♦��'�'�id�����'�'�'♦����'�'♦'♦ �"""`' �' ► N 31 1/4" I ~ AS SPECIFIED, FOR FILLING AND / O:'2•••••••••%•••••••1••.d••••••'2'•••••4 . i� ..r eii�i�i�i�i�i�l�i�i�i�i�i� k w z cn o CV - VERIFYING FILLING OPERATION. (MIN ¢ Z w Z i�.�.�.�.�.�.�1��.... 1�� w W CC = W Q W CO -1 I I- DIAMETER SIZE 4") Z o^ c. C11 II-II / J^ Dorm a^_ ?_ N zca Q m Q LO 3/16" III= az N M m ov o J Z o N W J 2. GROUT SHALL BE PUMPED TO FILL zc TYP. V I I= CAP/ VOIDS AROUND THE CASING DURING THE '! STRAP PRESSURE TREATED WOOD OR o N N a a $ ¢ w Oro o H O W W • 1 - THREE PER PIPE MIN. SPACED T❑ o `� m a o 2 PLUG INSTALLATION. ENGINEER DESIGN PREFABRICATED SKIDS WITH BANDS, z W •m m o o c� ~" o N Q T3 �._�. „1...;,...„;,... •:� ,.... o r ? Via; m.. NmQO co - - _ Is I' REQUIRED. , , DEFLECTI❑N. PREFABRICATED SKIDS o o N r N > ' CO z �.r; SUPPORT PIPE T❑ ENSURE NO J _ 18 �i.�i� ._� �itt*o' .� i�� p v z ¢� ; r m in m 112-' . .ie ��eh Lim �_Lor,4 �-'� SHALL BE INSTALLED PER Fe o a M O Z_ 0 0 2 1/2" x 3/8" Dili. s. • •..Z.• mow ..0.0.0�I- �Y/i/S�i'/.�y" O m m ow cop O L y_` L_•-- �:_.�=ter_..-- 4 MANUFACTURERS SPECIFICATIONS OR w a W o W SQ. EDGE FLAT BAR 3" C. TO C. ) 1- !` T =��� So qS w J w z W a c� W (A Z. . . . . . APPROVED EQUAL. r� �. v e.•.L �� w O o a m I Q Q Q O) �► • • • •=• • , 3 4"-0 PIPE ZONE w , a o - a m O U etz ...o1gfto�uwili' a N U z rno m 1 v ! �! !=.! •••�•'-' MINIMUM SLOPE FOR o d < Q m PLAN ►.... ._. ... / 0 W Z W w Q •t v _� 6" PIPE = 0.010 MATERIAL AS SPECIFIED CO NOTE:CO i i�i�i�i�i�i m a z z x a ;4p♦pso" 4♦2440D4I♦O*44014 a s a 4" PIPE = 0.020 CASING I \ T ..eaNygeAv zu=i=1:1:1=1=1ow; co FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. ELEVATION c L a 1 z DITCH I \ LET SIDE SEWER SIDE STORIV � BORE DETAIL CHAIN LINK FENCE FAVE A\ D GRATE C1eanWate\ Services C1eanWater Services CleanWaber Services Project P I P E L \ E AND GATE WESTON OAKS PUD rb DRAWING NO. 400 REVISED 10-31-19 DRAWING NO. 520 REVISED 10-31-19 DRAWING NO. 610 REVISED 10-31-19 DRAWING NO. 1005 REVISED 07-18 o No. T 141-033-19 Type iii ENGINEERING o •o Sheet L pp COT CASEFILE # SUB2020-00004 C9.3 r ,D PROF C7,c�' tO NE��w SYMBOL LEGEND GENERAL REQUIREMENTS APPROVED STREET LIGHTING EQUIPMENT `` ] 5Pr` 1 . CONFORM TO CURRENT CODE INCLUDING OSSC, NEC, BUILDING CODE, AND LOCAL REQUIREMENTS. 1 . LIGHT POLES SHALL BE PGE APPROVED. POLES TYPE SHALL BE COMPOSITE, 2-PIECE, SMOOTH FINISH, / �"`' , , LLF LIGHT LOSS FACTOR DIRECT-BURIED, 30 FOOT POST TOP, BRONZE FINISH. PROVIDE WITH 6' MAST ARM. o vcoM 2. PROVIDE COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEMS AS SPECIFIED, AS SHOWN ON DRAWINGS, 1, 4'0 �� o'�`, ,;" FC FOOTCANDLE AS REQUIRED, AND AS INTENDED. MANUFACTURES CATALOG 11), '''`IN PATOc'� SHAKESPEARE BHT3099S5BL9901 (TOP PIECE) TIP. TYPICAL 3. EQUIPMENT SHALL BE NEW AND OR LIKE MATERIALS THROUGH AUTHORIZED DISTRIBUTORS. PROVIDE RE1`1EWALDATE 12/3 EQUIPMENT OF SAME SYSTEM AND TYPE BY SAME MANUFACTURER. EQUIPMENT SHALL BE LISTED FOR SHAKESPEARE 25-STUB-UP (STUB PIECE) ` 2021.11.0113:21'09-07'00' J 7 LED POLE MOUNTED LUMINAIRE ITS USE AND SHALL MEET OREGON LISTING REQUIREMENTS. SHAKESPEARE OPAR-6-BRONZE (MAST ARM) r CKT(Y) 4. WARRANT WORK, MATERIALS, AND EQUIPMENT FOR NOT LESS THAN ONE-YEAR. THIS REQUIREMENT 2. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, X N X S=PVC SCHEDULE 40 CONDUIT SIZE (INCH) SHALL NOT LIMIT, RESTRICT, OR OTHERWISE LESSEN ANY WARRANTY PROVIDED BY EQUIPMENT ELECTRONIC 120-277V. C..)© G=GROUND MANUFACTURER'S STANDARD WARRANTY IF GREATER THAN 1 -YEAR. Z N=NUMBER OF TYPE XHHW CONDUCTORS MANUFACTURES CATALOG 5. PROVIDE SUBMITTALS FOR ELECTRICAL EQUIPMENT. PROVIDE STANDARD CUT-SHEETS CLEARLY RIPLY RD8645 X-CONDUCTOR SIZE INDICATING MODELS TO BE INSTALLED, INCLUDE THE CITY OF TIGARD IN ALL SUBMITTALS FOR REVIEW DTL DLL 1271 .5J50 C.5 Y=CIRCUIT NUMBER AND APPROVAL. INTERMATIC EK4536SB Z LP INSTALL LUMINAIRE POLE NUMBER (X=NUMBER), PER 6. GROUND SYSTEMS PER NEC, AS INDICATED, AND AS SHOWN. 3. JUNCTION BOXES (JB-1)SHALL BE PGE APPROVED SPLICE BOXES. PGE APPROVED BOXES ARE: P4 © WASHINGTON COUNTY STANDARDS. W 7. SEE CIVIL FOR ADDITIONAL REQUIREMENTS. MANUFACTURER: CATALOG: NEW BASIS FCA132418T-00043 .:;: W INSTALL 17"X10"X12" JUNCTION BOX. LID SHALL BE 8. ALL ELECTRICAL WORK TO COMPLY WITH NFPA 70E ARC FLASH RULES, ARMORCAST A6001946TAX18-PGE Z ►-� JB LABELED "LIGHTING" IN THE LID MARKING AREA OF HIGHLINE CHA132418HE1 1 9. UNLESS THE CITY DETERMINES IN ITS SOLE DISCRETION THAT A CONTRACTOR'S ATTENDANCE IS NOT QUAZITE (HUBBELL) A42132418A017 THE JUNCTION BOX. SEE DETAIL 1 /E0.1 . NECESSARY, CONTRACTORS WILL BE REQUIRED TO ATTEND A PRE-TASK MEETING WITH THE PROJECT MANAGER AND ELECTRICAL SUPERVISOR OR DESIGNEE TO DISCUSS THE HAZARDS AND SAFE WORK 4. WIRING FROM THE JUNCTION BOX TO THE LUMINAIRE SHALL BE PGE APPROVED. #10 AWG, 600 VOLT, PROCEDURES FOR ALL ELECTRICAL WORK TO BE PERFORMED ON THE PROJECT. 3-CONDUCTOR, CLASS B STRANDING, TYPE TC, WITH SUNLIGHT-RESISTANT 45-MIL PVC JACKET, JB SUITABLE FOR DIRECT BURIAL INSTALLATIONS. INSULATION TO BE BLACK, RED AND GREEN PER NEMA PGE INSTALL PGE APPROVED 1730 JUNCTION BOX. 10. ELECTRICAL WORK SHALL BE PERFORMED UNDER ELECTRICALLY SAFE WORK CONDITIONS WITH WC-7 FOR NEC APPLICATIONS (TFN, THWN, THHN), WITH FILLERS OR BINDING TAPE ADDED TO PRODUCE R&W ENGINEERING, INC. LOCK-OUT TAG-OUT PER NFPA 70E. KEEP POWER DISRUPTIONS TO A MINIMUM AND NOTIFY ROUND OUTER JACKET, RATED 90 DEGREE C DRY AND 75 DEGREE C WET, 1000 FT NR REELS. "Engineering Integrated Solutions" OWNER IN ADVANCE OF POWER DISRUPTIONS. JACKET TO DISPLAY SEQUENTIAL FOOTAGE MARKINGS. 2 REAL LABELS, ONE ATTACHED TO THE OUTSIDE 9615 S.W.Allen Blvd.,Suite 107 O REFERENCE NOTE. 11 . CALL U-DIG 811 AT LEAST 2-BUSINESS DAYS BEFORE DIG OR TRENCH PER OAR 952-001 -0010 FLANGE SURFACE, ONE ATTACHED TO THE DRUM WRAPPING: EACH TO DETAIL TOTAL FOOTAGE, INSIDE OR Beaverton,Oregon 97005 STARTING FOOTAGE. aone: (503)726-3317 Fax: (503)726-3326 THROUGH -0090 (RCW 19.122). SCAN & MARK SUGGESTED ROUTING FOR UTILITIES & IRRIGATION E-mail: rweng@rweng.com ® SERVICE CABINET PRIOR TO TRENCHING ACTIVITIES; DO NOT DISTURB UTILITIES OR PIPING, AVOID CONFLICTS. WHERE 5. LUMINAIRES SHALL BE LED, TYPE 2 LIGHT DISTRIBUTION PATTERN. SEE LUMINAIRE SCHEDULE ON FEASIBLE, MARK THE ANTICIPATED ROUTE(S) WITH WHITE PAINT; THIS HELPS LOCATING PERSONNEL E1 .0 FOR MORE INFORMATION. / FIND THE RIGHT AREA AND LOCATE NEARBY FACILITIES AS ACCURATELY AS POSSIBLE. THE APPROVED LUMINARIE IS: m o PE PHOTOELECTRIC CONTROL RELAY. TYPE A 1 MANUFACTURER: CATALOG NUMBER: LEOTEK GCJ2-20H MV WW 2R DB 700-PCR7-WL-FDC-PGE O INSTALL 3" CONDUIT WITH PULL STRING TO BASE OF PGE TYPE B POLE OR POWER SOURCE. CONTRACTOR SHALL MANUFACTURER: CATALOG NUMBER: COORDINATE WITH PGE FOR POWER CONNECTION LEOTEK GCJ1 -20H MV WW 2R DB 450-PCR7-WL-FDC-PGE-HSSGCJ REQUIREMENTS PRIOR TO BID. A 6. MOUNTING ARM FOR UTILITY POLE B ALUMINUM SKIRT AND ATTACHMENT HARDWARE z METERED SERVICE CABINET, 6 FOOT STEEL ARM FOR WOOD POLE, CANTILEVER, NO BRACE COOPER B-LINE NO. CMP41 1 1 MC1 -MB1515 MANUFACTURER: CATALOG: z w 0 SALCO WP-125-6-S o CONTACTOR 100A, 120/240V-1 PH,3W MACLEAN POWER SYSTEMS S-125-6G d_ z 100A-2P MAIN CB SEE E1 .0 FOR 0 CONTINUATIONS (2) 30A-2P LIGHTING CB METERED SERVICE CABINET AND FEEDER SIZES. Aik (1) 15A-1P CONTROL CB o E0.1 JB-1 120/240 VOLT SINGLE PHASE w N 411) UNMETERED SERVICE CABINET m POWER SOURCE rT_ LIGHTING CONTROL CABINET o 02" CONDUIT TO 3" CONDUIT EXTEND JUNCTION BOX AT LP-3. El WIRING TERMINAL TO PGE SOURCE M CIRCUIT BREAKER w TRANSFORMER, (METERED) (15A/1 P, 120V) J LOCATION TO BE 2" cd MAIN BREAKER100A 2P � hp CONTROL CONTACT, NORMALLY OPEN (NO) DETERMINED. 0 CONDUIT ( / 240V) O I- ) CIRCUIT BREAKER 1 METERED SERVICE CABINET ° /° O E2.1 NOT TO SCALE l TEST SWITCH 0 O (15A/1 P, 120V) ° • O O 0------ 0 ON/OFF TEST SWITCH TO PHOTOELECTRONIC : z CONTROLLER, SEE , n n n PE OUTPUT • il 0 COVER TO BE MARKED DRAWING E1 .0 FOR JUNCTION BOX "STREET LIGHTING" 3/g'' FOR, ,:5 - LOCATION. , r, • r, (f.) (9 Z w 15/ ---1� 4 POLE LIGHTING CONTACTOR, w ~ w ' �C � 120V COIL Q Et I 2 v 0 O _ II JQ I I TO CIRCUIT AA Z 3 & 6 GA WELDED I I ► o ~ w WIRE GRID-CONCRETE CIRCUIT BREAKERS �\ 1 I U LLJw GALV. LIFT EYE 1.-"""---""-------- ...,._ BOX ONLY ( / ) • ^ ^ O O I I ► w 0 , BRASS "L" BOLTS & 20A 2P, 240V I I TO CIRCUIT BB rQ� 0 93/4 S/��, CORNERS.DIAGONAL NUTS IN (TYP. OF 2) 0-O o I I ► v CIRCUIT BREAKER (20A/1 P, 120V) w 9 GA WELDED WIRE 0 FRAME CONCRETE BOX ONLY. CIRCUIT BREAKER CONTACTOR COMMENTS G ANRATING SIZE z NOTE: 6 INSTALL ON 3/4" #4 BARE CU AGGREGATE WHICH GFCI MAIN 100A DPST N/A MAIN BREAKERd \ MINIMUM EXTEND A L. • J OF6" � ` J PHOTOELECTRIC CONTROL 15A SPST N/A LIGHTING CONTROLS BEYOND ALL SIDES GROUND RODS, 5/8"X8-FOOT. OF THE BOX AND MANUFACTURER: COPPERWELD OR APPROVED. _ DESIGNED: DENNIS HALL & TEST SWITCH A MINIMUM OF (TYP.) COVER GROUND RODS WITH JB/1A PER 4 % 18" DEEP, BELOW / I _ I DRAWN: R&W � THE BOX. OREGON STANDARD DRAWING TM482. 6-FOOT MIN. CONTACT: DENNIS HALL GFCI 20A SPST N/A GFCI RECEPTACLE NOTE: SEE DRAWING E1 .1 FOR LOCATION OF SERVICE CABINET. DISTANCE PROJECT#: 1354.002.001 ILLUMINATION AA 30A DPST 30A STREET LIGHTING LP-2, LP-4 NEC 250.52(A)5(b) DATE: 08/17/21 ILLUMINATION BB 30A DPST 30A STREET LIGHTING L9-3, LP-5 2 PULL BOX DETAIL 3 METERED SERVICE CABINET (MSC) ON PRIVATE ROAD. E0.1 NOT TO SCALE E2.1 NOT TO SCALE DRAWING NO. r THIS LINE IS 2 INCHES I EO . 1 AT FULL SCALE IF IT DOES NOT MEASURE 2 INCHES, SCALE ACCORDINGLY SHEET 1 OF 2 J A II .4-kliil �,�.O PRD i6:6'14.. LOT 7 LOT 6 LOT 5 ��`���N�IEE ��1• • 88445P , r N A C) + :. J 4_ . - o+ T GENERAL NOTES ci, 4„ O 12 n T •' x x x ( x A. INNER LUMINAIRE ISO CURVE INDICATES 0.25 FOOT CANDLE. OUTER ''4N PATO* +1.o +1.1• +11.1. +0.9• +�' I I I I- T LUMINARIE ISO CURVE INDICATES 0.5 FOOT CANDLE. +1.1 +1.2• +1.3• +1.2• +1.0• le 40 I 1 I I 1 I 1 •� loam DATE 12/3 � +1.2 +1.4' +1.4' +1.3' +1.1' %% •. B. ALL FOOT CANDLE ISO CURVE CALCULATIONS ARE BASED ON A SINGLE ` 2021.11.0113:21:40-07'00' J % r CALCULATION ZONE /1 +1.4 +1.4' +1.4' +1.4' +1.2' % I I' I- 7 1 T 7 1 I- 7 I I- 7 I I I - 11 + + + +1.2 I% \� I I I I I 1 - -i C. STREET LIGHTS WILL BE PGE OPTION B. COORDINATE WITH PGE FOR '�1.7 1.5' 1.3' 1.3' ' I i 1 ALL ELECTRICAL REQUIREMENT PRIOR TO BIDDING. PGE CONTACT IS l..) 0 J 1.6 +1.4' +1.3 +1.3 +1.2' I I i 1 _ _ _- RICO TORRES SOLIS (Rodrigo.Solis©pgn.corn, 503-672-5417). PGE .,. Z +1.6 +1.5' +1.4• +1. +1.1• j I i i I I L_ 1 _ - 1 WORK ORDER NUMBER IS M2959493. ►-I + + + + � ��-- ►�r� I I D. STREET LIGHTS INSTALLED ON PORTLAND GENERAL ELECTRIC (PGE) V 1.a 1.a 1.a 1.z• �� PARCEL 1 1 ♦� . + + + + ' I ►� I I UTILITY POLES SHALL BE SCHEDULE 95 OPTION A UNLESS OTHERWISE Z 1.3 1.3• 1.3' 1.1• i;', I I I NOTED. I--r �. + + + • j yg 1 1 I I I +0.2 +. +. + , . 1.2 1.2 1.1• 0.9 jj0.2 +1.0' +1.0' +1.0' +0.8' II +..°,z. 0,. +.°.2. I�� E. STREET LIGHTING EQUIPMENT INSTALLED ON PGE UTILITY POLES ARE w i/ I � _ _ _ _ _ _ PROVIDED AND INSTALLED BY PGE UNLESS NOTED OTHERWISE. ALL w I +0.9• +0.8• +0.8• +0.7• j ; I I I 1 +0.2 0d' 0.2. • , r MATERIALS SHALL CONFORM TO PGE STANDARDS AND REQUIREMENTS. +0.7 +0.7' +0.6' I'd..• / i j • +� �� +o.z +s.. � I I h + + CKT(BB) 1 14 F. THE CONTRACTOR SHALL COORDINATE WITH PGE TO SCHEDULE THE r� 6•5 0.5 0.5• I I I I 0.3 0c 'o. +.,A►� I I INSTALLATION AND ENERGIZING OF STREET LIGHTS INSTALLED ON PGE v + + + + ;j/i I LP I I I 0.4' 0.4' 0.4' 0.4• ,�'/ Z CKT AA V . +. . + +. +. !I�� I I UTILITY POLES. rTZ`I ✓ r r r % - - - 3- - - - - - - - - - - - - - ) +°:3 +°c +0,3 +�a,'. 4 °// I P41 TIITION PLAT NO. 20 -116 LP 0.4 . °• . 0 :4 . '6 4. 0.4• 0.4• 0.3• 0.3• - - - - + - +.. 0.3 +0.3• % x , 1 JB I J 1 L _ _ _ . : ri - - - - 1 RC� - - / 0.6 0.7 0 0.6 I I--- � I I CKT(BE Oregon 0.3 0.3 �% I I / 0.7 0.9 0: 0.8 -�y I- _- J -- --- _ __ -�_ �__ 11. /:.. ( Phone o5033)726-331005 ' +0.3� 0.3' +0.3 gov/vimmimp,---- . � r �� � ir � � � � � � �/� ���� ���7�- -� r + r. rr� � ♦ (% :L_������� ���� /��� ��������� � ������������������•������____ �� LP 7 Fax: (503)726 3326 +00.3' +0.3 �� �� /i ���� %///ir� � �.�.�.� �.��-�� _ - - - - +OS 0;6 0.' +0;9 +1.1 w• 1 r +1.1 +1�.•1 I I ` Email: rweng@nveng.com + + w . +. +. +. +. +. +. +. +. +. +. +. +. + 4. +. +. +. +. 4. +. +. +. +. +. + 4. 111..01 + .416..8....0. 4 + + 4 +. 4 - + + + + 4 + + + + . + 111..0: . ►� © NOTES THIS SHEET ❑ 0.3' 0.a��jo.a' iG 0.4 n ;.4 0.4 0.4 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.710.77 I• 0.71/�15• 0.6 os 5 0.4 '.4osos o. 0.7 0.8 0.9 1.1 ,.1• 1.z �1., 0s On OS o. 0.4 0.4 0.4 O:a os 5.6 0,7 0;8 0:8 0;9 0;8 0;8 ;8 0.8 0:8 IQ. -p7i 0;6 0.8 �i1• , ' + .2� 1 •4� - - - i���� • + + + + + + + + + + + + k. 1. MQP + + + + + + + + + • + + • +0 w + + + • + + + + + + + + + + + + +. + .• •� . . . . + " - JB EXISTING STREET LIGHT PROVIDED BY PGE. PHOTOMETRIC CALCULATIONS _ 1O l7dU o.ati3O.a %Q OS 4 0.4 0;4 0. 0;8 0.9• 0.8 �;8 OS 0.5 0.6 0.8 1.1• I 0;9 0.8 0.7 0.5 0 0.5 OS OS 0.6 0.7 4.8 Q.8 0. 0.7 1• , 1,3 1 ►1!`� - - BASED ON THIS LIGHT FIXTURES ARE BASED ON INFORMATION PROVIDED0° 0.40.4�`0.4 % OS n.50.40;40. .60.80.91.01;01;01;01:01,11;0 90.8 �,70;60;6 � 0.50;60;: 0,7 b;9 1;0 1A 1., 1.01.01.0 1.0 0.9 7 os oS o.5 �. OS oS 0;6 0;6 0;8 0;9 0:9 1;0 1;0 1;0 1;0 1;0 0;9 0;8 0.7 �. 0.7 os ��.1 ,� 1.z 1i� �� BY PGE. EXISTING LIGHT FIXTURE IS RECORDED TO BE MODEL TRACT B -I PRI VATS.STREET 7. 0.4 +,.4 ,. -� + + + + + + + + +. +. +. +. +. +. +. +. + + + + + + + +. +. + + 4 +. +. +. + + +. + + 4 + + 4 4 .. ��� G C J 3-3 0 J-M V-40 K-2 R-X X-0 9 0. ��_/ 0.5 � I. 0.6 0.: 0.9 � 1.1 1.1 1.1 1.0 0.9 0: 0.7 0.7 0.6 0.5 .. 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 1 0.9 0.9 0.9 0.8 0.8 �.6 0.5 0.5 �I. 0.5 r., 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1. 1.1 1.0 0.9 0.8 0.6 0.6 0.7 0.9 1.0 1.1 1� 1.2 1 kii 0.3 0.4 0. G 0.4 S• .4 0.5 0.. 0.6 0.7 0.9 1.0 1.1 1.2 1.1 1.0 0.9 0.8 5.6 0.6 0.5 0.4 0.4 0.5 0.5 0.6 5.7 0.7 0.8 0.8 0.7 0.7' 5 7 .- --•-- - - •-.----- ��r-:-:_-: zzi05 0.6 0.8 0.9 1.0 11 1.0 -�-� 2 LUMINAIRE IS TO BE MOUNTED ON PGE UTILITY POLE. 1 41„, Ito, +0 8 +0 9 40. +0 8 + + (% !' /�%%///%i� %/% ��.,/������ ,.��'� ���-��. .� 411A -- ■�_ _ '%j\ +. . +. . + . +. . +. ��A I I 3O PROPOSED LOCATION OF NEW ELECTRICALS RVIC FO PRI E STREET. 0.3 0.3 0.3• „ �•_ __.- m_ I - , . 0.s o,7 0 os ,!.� I I LOCATION TO BE METERED SEPARATELY FROM STREETLIGHTS ON SW i __ '<-I It � - LKETCBB) - 7 � +0. +0.6. +0•. .05. +., : II95TH. .I. *0.3' +0.3' +0.4' %iI - Ilk:�- > 1 C WA) +. . +. +. +. I �' , co % OF JB }, �� - I CKT(AA/BB) I G �CKT(AA/BB) G / 0.4 0• 0;4 r� I I O NOT USED. z • 0.3• 0.4 0.4• /,/ • I Ni. 01G0 410- 312 © 10C )1Q_410- 312 - ©10 ' 0.3 0� 0.3 r�� o 1 xovII _210 ►� L 1 • +0.4• +0.5 + • % \k°"� % � �i - - - - �1 JB 1 - �� JB - - - - - - - i mg • r ::: + � . I1I5 06' pl �© v I I 1 v+ +s 0.7 iIJ NI. +0.7 +0.8 +0.8' %% ��� Fr PE Ter - I 1 I I1E •O�• or• n2' ' I• I I W C r + + /;% \\�� I I I / 0.8' 0.9' 0.9' j I KT(AA) • I• I j % ► +1.0 +0.9• +1.0 I I I _- � --- --� L _ _ J _ _ +1.0' +i.o'• :0.9. % j I rf I �� /////// I I I Q 0 CI c- ` -, OH-XOH-XOH-xOH XOH 1 1 },� wv ' ' +1 1.0• +0.9• % I `i .41 I 1 I I CKT(BB) g �'� J L J L _I © G 210 r / xw-+-+-+XW A - L J L 10 +i.o +o.s +1.0 ' ® I NE I I I I I I r 0 O.a• 0.9• Os' / I I � I 1 I I 1 I . + . + . + - - / 0.6 0.7• 0.7•- x-x-x TT r VJ }y r _xEXE I I Ix o J . I DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT D z Q 21 NO. 2018-083345 NO.2018-037329 NO. 2003-02115711O U xw x al I.1+ 0 1 01 SITE PLAN - ELECTRICAL I w E 1 .0 SCALE: 1 " = 20' O O uJ Z ^ I STATISTICS DESIGN VALUES TARGET VALUES I 0 z W I Q DESCRIPTION CLASSIFICATION JURISDICTION SYMBOL AVG MAX MIN MAX/MIN AVG/MIN AVG I- Q Cl_ AVG/MIN0Cn w WESTONOAKS 1 Ill I LOCAL CITY OF TIGARD + 0.8 fc 1 .7 fc 0.3 fc 5.7:1 2.7:1 > 0.7 < 6.0:1 FRONTAGE ~ FRONTAGE - Cn PRIVATE ROAD LOCAL CITY OF TIGARD + 0.7 fc 1 .3 fc 0.2 fc 6.5:1 3.5:1 > 0.6 <10.0:1 POLE AND LUMINAIRE SCHEDULE POLE ROAD CLASSIFICATION STATION OFFSET * POLE TYPE BREAKAWAY LUMINAIRE ARM LUMINAIRE WATTS INITIAL LLF DISTRIBUTION B-U-G PGE ** DESIGNED: DENNIS HALL, 1 , 1, D - II •' • - .T a - ', ► - ' • ' R< I S - D - - ► • OPTION DRAWN: R&W LP-1 SW 95TH AVE. LOCAL 12+97.25' 9.75' R (E) UTILITY POLE NO 28' 6' A 45 5020 0.85 TYPE 2 B1 -UO-G1 95 A CONTACT: DENNIS HALL LP-2 'RIVAT TR• K A - ED UM 0+ .75' 19.50 CO 'OSITE W v • T AR • • 29 3 - 9.85 • 2 B1 -UO-G1 2 TEED PROJECT#: 1354.002.001 LP-3 PRIVATE TRACK PRIVATE - MEDIUM 1 1 +74.25' 19.50' R COMPOSITE W/MAST ARM NO 25' 6' B 29 3292 0.85 TYPE 2 B1 -UO-G1 32 METERED DATE: LP-4 PRIVATE TRACK PRIVATE - MEDIUM 12+74.75' 19.50' L COMPOSITE 6'25'W/MAST ARM NO B 29 3292 0.85 TYPE 2 B1 -UO-G1 32 METERED / DRAWING NO. LP-5 PRIVATE TRACK PRIVATE - MEDIUM 10+10.00' 17.00' R COMPOSITE W/MAST ARM NO 25' 6' B 29 3292 0.85 TYPE 2 B1 -UO-G1 32 METERED * OFFSET MEASURED FROM ROADWAY CONSTRUCTION CENTER LINE TO CENTER OF POLE. I THIS LINE IS 2 INCHES I E1 . 0 ** SCHEDULE 95 OPTION B LUMINAIRES ARE PROVIDED BY CONTRACTOR BASED ON R&W DESIGN. AT FULL SCALE IF IT DOES NOT MEASURE 2 INCHES, SCALE ACCORDINGLY SHEET 2 OF 2 J J 1 d 1 NOTES: a ` ` - - - - - °` 1 . SEE SHEET L1 .2 FOR TREE CANOPY LEGEND & NOTES. r o 2. SEE SHEET L1 .2 & L1 .2 FOR SWALE PLANTING LEGEND, NOTES = < c L° AND DETAILS. 0 ¢ I N 3. SEE SHEET L1 .2 FOR POND CONDITIONS NOTES & DETAILS. M 1 ¢ D. L \ - / \ 4. ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE r� N J 06 o - - - - - - - - L - - - - - - ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 3 SHEET �+ J CO - '�' . AP L1 .2. 0 a - `i* xuH \ - - 111110 \ \ 5. SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN. Z z Z a \ ,6 - I � \ 6. CONTOURS SHOWN AT 1' AND 5' INTERVALS. 0 U o / \ I I 111111 I \ `\ 6 \ h o I 1 � o� I I \\ \ TREES PLACED IN REAR YARDS \ - 7 \\ \ I W J 0 0 �; Z • \ I = TO ACHIEVE CITY OF TIGARD ,y8� \ \\ ( = 0 d XOH C . - z �o _ I - - - - - PER LOT CANOPY COVER TYP. \ ------ I -, P IN ± ,'",-23 ` -\ - - j�� - N w W © \ �j� I I I �� I N r \\ , W o � � zo / 1 2 I3 4 I ,�5 _ �r i 7 W Z _ 2 _ NO STREET TREES DUE T0: \ \ '� \ 40 0 5 h z PARCEL 1 IS NOT PART OF THIS PROJECT -I� \ , - - - `� - 1'" J nn 0 o W / i -CURB TIGHT SIDEWALK '782, \\ \N I ► 186 _I LL d i > I n 1 -EXISTING OAK CANOPY 0 1 , i 1i e \ \ I I-1-. .... 1 \ I \ I �, \ \\ 1 11 -SIGHT DISTANCE I\ a8 I I NO STREET TREES IN TRACT A DUE TO: I r8r' - ) \ I�1 _ �cs 1. 1 / - I I -NOT ENOUGH SPACE BETWEEN BACK OF \\ •' \ \ ' I 7� 7= I I WALK AND PROPERTY LINE. \ \ 1 ,o _ _ AIM I _ - _ -SIGHT DISTANCE - N\ N N \� r_-,;�► - - ,� o C 14 E Z � d, / _ - �► v I -� N I X Ø1I!bw E, z aft- - - 1 - - -1- _ , , I I y7B- - J A;MI 1 - - - - \\ \ w I�1 \ 9 I � . Ex 0 '' r �; L TIIACT A - - - -�� ���et \ �� \ I I 4* CO G C . Ad ZAN / , x O ; / I'' EUNIC - byA_ E - PRIVATE S El �! i - - %tit�'.! \ ihSW SEE CIVIL PLANS FOR - ` -`F , "�' „�/r /^A,'; I, �\\ _ 7� \ lim ALL WALLS, C \ -„ ,,: L� il� ��,\ ►` FENCING, UTILITIES& \ \ ,, .!-� CT ' 0.PAT�� - - i ACCENT BOULDERS W ACCESS. V A V A KI ' , ° 0 #4 �� ��, ,,, - i� SELECTED BY OWNER _ _ inC \ _ .' \ I: uli _ _ __-_ r �iM- - %it W �i \ 'F \ \ ---.._.., � Z '�\ I �, .�o A i il v_ l pal = _ + �- �_W_ . �i! ► - -N ip � i ► \ ,� �1.0 Cr I �v I �� �� ++ + W \ / WWI I t / V \ 'L' �A 11r`,��` \ e r O �� * I I I +++ + + ' -� -7Ag0t -177 -. Ir IRRIGATION METER I I \ I \ � '� *,4(; LLI NO STREET I �� �L I w ( FOR WATER QUALITY - /�� - _ TREES DUE TO GRAVEL PATH SEE - ��� L L L + � 10-0"WALL/UTILITY. - FACILITY SEE CIVIL \ lk - - - m V Z EXISTING OAK I DETAIL 1 SHEET L1.2 '/, % ��� "' I: OBE C No TrES, 0 I L��� Q CANOPY AND \ i'� _ ' I y SITE DISTANCE / BENCH ♦ L_ � - ,++I - - o y w \ I \ j I 1 a Z RESTRAINTS v k' BY OWNER ' N10 L-L L-L +_ + ++I * * TRACT*D* n A I I 1 5 \ 1 4 �� I 13 41M �= -q - - - - 18 - - ij:3iiin Q�� II I-LI-I STa�� ,, ., 17 16 \ • ., J \ ..II I i \ Z 1 I !L; �''. LLLI; _ + )* FACILITY ' ' Y I \ I If \ I \ I\ I * ` W x I ���, BARK . I• I WET R QUALITY TREATMENT \ \ V 1! / - - - - 2,628 S.F. + IL 'ELEvA1 .40=7 ' ' \ v \ �a �\ \ N \ TREES PLACED IN REAR YARDS \ \ ���- / \ 0 SEECIVILPLANSW �.� - - - - - - - ,y �� .'1 �6 \ TO ACHIEVE CITY OF TIGARD \y \ -181 HOX `e ec. L W W W W 1 PER LIT CANOPY COVER TYP. �9 \ \ XICNIC TABLE �. sl _ \ W A \ 12 I Na��� (BY OWNER) ® �A - -,A + /72 w \_ I A I V ,� A I A�� �� 173 � �I� 177 V Q Z / vN _ ��� ' 't y74��� o \� 14.1 � . ' L-•+,- +y '�� 176 0 x I N; N814ld % C. 176 + 11 _ C� - V O/ I I w y7 � + \ _ - - - I N1 7 - _ - _ rtiir o X 11.,th:. ` P W t , \ 10'-0"WALL - - - - - 1 \ � \ Ce n Q / \ \ \ OFFSET NO TREES 1 i L.n 0- -\ \ EXISTING TREE CANOPY I cn � o NO GRADING TO OCCUR '� I T \ WITHOUT ARBORIST ON o 0 0 SITE. CD CD CD o \ - rn ., rn o/\1 I r \ TREE PLANTING NOTES: o 0 xI I I \ I GENERAL NOTES: LANDSCAPE PLAN: cu-, - - U 1 I \ N�` 1 . A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES AND WATER QUALITY 0 0 0 cc I \ FACILITY. 1 . THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 0, = I \ 1 THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER D 0 o , o II2. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. °� m co CD WITHIN 5 FEET OF ANY HARD SURFACE PAVING OR UTILITY BOX. FOR LOCAL STREET SEE DETAIL 3 SHEET L1 .2 �, I I \ �.L 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL _ o " " I 3. ALL STREET TREE PLANTING AREAS ARE AREAS OF POTENTIAL SOIL COMPACTION, LIMITING TREE GROWTH. IF SOIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. - `�° Ta I \ I --I CONDITION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL. 0 3 a�i kfl• `" I 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. a L .5 .L o a 0 I I I I I zo 1 4. BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR cc ° I > x / ESCS (EXPANDED SHALE/CALCINE CLAY) AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPED AREAS. C\Ico X `I II I I DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO o .' II I LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF COMPACTED SOIL AT THE 5. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL O° N �I I = _ EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. I EDGE OF PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING 0 o I I I // RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK 6. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS co x I \I • THE SOIL TEXTURE SUITABLE TO FINE GRADE. ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS Lo ❑w REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND I i I o 5. NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS SHALL CONFORM TO THE THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. �� APPLICABLE STANDARDS IN THE TIGARD URBAN FORESTRY MANUAL. THEY SHALL BE PLANTED IN ACCORDANCE WITH po H I 7. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. � kg � p / THE AMERICAN NATION STANDARDS INSTITUTE (ANSI) STANDARDS FOR TREE PLANTING (A300, PART 6) AND a �a ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. NURSERY STOCK SHALL c 8. •WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING co° I MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN FOR NURSERY STOCK (ANSI Z60.1) FOR N o / o x GRADE NO.1 OR BETTER. DOUBLE STAKE TREES IF NEEDED FOR STABILITY. CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS CO cc \ DIRECTED BY THE ODR. J J II / / I 9. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST I TREE LOCATIONS. o I // ❑w o * I 10. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN / I 0 I NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER c 1 / NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. L x c 1 1 . REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY \ , I AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. c LU a il wv 12. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY o o / y�Ai y'° I VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S o CO tie- \ •, RECOMMENDATION. Z 66 \ -� 13. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR Project TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND 95th Avenue PUD colSPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE o REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. (----1 SCALE 0 No. T 20 10 20 141 033 19 14. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE m m m Type ii AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 1 INCH = 20 FEET PLANNING o ,_ - 15. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR Sheet m /\ SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. L1.0 STREET TREE - PLANTING LEGEND CWS - STORM WATER FACILITY - PLANTING LEGEND TRACT 'E' STREET TREES - SMALL TREES zita E SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION CONDITION D Q 0 Y I Ch 3 OREGON ASH / FRAXINUS LATIFOLIA: 2 GAL. /3' HT. N N MOIST ' w �V �L ¢ 7 � 16 EASTERN REDBUD /CERCIS CANADENSIS: 1 .5" CAL., B&B (!0 g' "GROW STRAIGHT" TREE TIES rR o J o 3 BITTER CHERRY/ PRUNUS EMARGINATA 'MOLLIS': 2 GAL. /3' HT. '''' V MOIST �� _�,: GLAV. STEEL WIRE; LOSE TO ¢ J ALLOW 4" OFF MOVEMENT IN • a a 0 a 4 VINE MAPLE /ACER CIRCINATUM: 2GAL. /3' HT. MOIST _s ALL DIRECTIONS Z w Z STREET TREE - PLANTING LEGEND > o 9 TOTAL 10 1 ,004 S.F X .01 = 10 REQUIRED TREES `e'er( \U �///P MULCH AS SPECIFIED. E I d STREET TREES - LARGE KEEP MULCH CLEAR z — CC Q . COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION SHRUBS v , \\ OF TRUNK BASE. 0 Q0 SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION _ CONDITION y r W (7, Z � T q FINISH GRADE z 0 d 9 MOCK ORANGE / PHILADELPHUS LEWISII: 1 GAL. /2 HT. /CLUSTER WET/DRY 0 ¢ (7 ( + + + + CUT AND REMOVE TWINE w 9 RED TWIG DOGWOOD /CORNUS SERICEA: 1 GAL. /2' HT. /CLUSTER WET/DRY BURLAP, AND WIRE BASKET 9 PACIFIC NINEBARK/ PHYSOCARPUS CAPITATUS: 1 GAL. /2' HT. /SINGLE MOIST 2"X2"X8' WOOD ►T FROM TOP AND SIDES OF W o M X 1 OREGON WHITE OAK/QUERCUS GARRYANA: 1 .5" CAL., B&B STAKES SET OUTSIDE 11 I I i ROOTBALL. tij8 OCEANSPRAY/ HOLODISCUS DISCOLOR: 1 GAL. / 1 .5 HT. / SINGLE DRY ROOTBALL ON I Z z Z o 9 SERVICEBERRY/ALMELANCHIER ALNIFOLIA: 1 GAL. /2' HT. /SINGLE DRY WINDWARD AXISiii3' UNDER FIRST LIMBS OR 5' Z Q �, 9 (REMOVE AFTER ONE o HIGH. WHICH EVER IS z a CLUSTER ROSE / ROSA PISOCARPA: 1 GAL. / 1 .5 HT. /CLUSTER MOIST YEAR) _ r J cv LOWEST. O w / ----___--- \\/ 9 SNOWBERRY/SYMPHORICARPUS ALBUS: 1 GAL. / 1 .5' HT. /CLUSTER DRY r co n J 0 11= I I °o= NOTE: STAKE ALL LL �' d TOTAL 16 9 DOUGLAS SPIREA/SPIREA DOUGLASII: 1 GAL. / 1 .5' HT. /CLUSTER WET z I '-'- g -I = II O 0- EVERGREEN TREES LESS STREET TREES BY STREET FRONTAGES TOTAL 71 1 ,425 S.F X .05 = 71 REQUIRED SHRUBS I— ° THAN 4" CALIPER. DO NOT FRONTAGE LENGTH /40 = # REQUIRED STREET TREES HERBACEOUS PLANTS `�' I I i STAKE VINE MAPLES. SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION CONDITION , IIII-_� TREES 1 1/2" CALIPER AND AO 156 /40 = 4 TREES - LESS SHALL BE STAKED • i,D�� 5,648 SMALL FRUITED BULRUSH/SCIRPUS MICROCARPUS: PLUGS 1"X6" WET BACKFILL SOIL DIAMETER OF WITH A SINGLE WOOD ° j O 134' /40 = 3 TREES O — 5,648 SPREADING RUSH /JUNCUS PATENS: PLUGS 1"X6" MOIST /ROOTBALL + 12" STAKE UNLESS OTHERWISE Z STREET FRONTAGE IDENTIFIER SPECIFIED. _ W o O v �' O 269' /40 = 7 TREES - 5,648 SLOUGH SEDGE /CAREX OBNUPTA: PLUGS 1"X6" MOIST i !~ M Ii = (.. 4 TOTAL 16,944 2,824 S.F X 6 (6 PLUGS PER SQ. FT.) = 16,944 REQUIRED EMERGENTS TREE STAKING DETAIL 3 F": •o W TOTAL FRONTAGE LENGTH = 559 L.F. *ALL HERBACEOUS PLANTS ABOVE ARE TO BE LIVE VIABLE PLUGS - 1"X6" LONG, NURSERY GROWN. t�) WE O cy TOTAL = 559 /40 = 14 REQUIRED STREET FRONTAGE TREES SCALE: N.T.S L 1 2 v m c„GRASS SEED • LO LOT CANOPY TREE - PLANTING LEGEND SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION STREET TREES - SMALL CLEAN WATER "LOWGROW" SEED MIX: 120 LB PER ACRE SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION STAKES DWARF TALL FESCUE / FESTUCA ARUNDINACEA 40% TREE TIE * * * * * * * 1 ,425 PR8820 DWARF PERENNIAL RYEGRASS / LOLIUM PERENNE 'PR8820' 30% TREE TRUNK 3 JAPANESE TREE LILAC /SYRINGIA RETICULATA: 1 .5" CAL., B&B S.F. CREEPING RED FESCUE / FESTUCA RUBRA 25% GEO TEXTILE ROOT CONTROL SYSTEM MULCH 2" BELOW SURFACE - 18" DEEP (BOTH HIGHLAND COLONIAL BENTGRASS /AGROSTIS TENUIS 'HIGHLAND' 05% SIDES) 17 KOUSA DOGWOOD /CORNUS KOUSA: 1 .5" CAL., B&B * 1 SIDEWALK ,��( APPLY WITH 2 THICK COVER OF GREEN DUED FINE GROUND WOOD CELLULOSE MULCH. PROVIDE 100% EROSION W AND WEED FREE COVERAGE. RE-SEED AND WEED AS NEEDED. 1 / / / / / / / / / / / -.1...,, / / / / / / / / / I in OPEN SPACE PLANTING LEGEND NOTES: Q DECIDUOUS TREES 1 /111'1 . WATER QUALITY FACILITY PLANT MATERIAL SHALL BE PROVIDED WITH A PERMANENT IN GROUND AUTOMATIC z SYMBOL - QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION A IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL PLANTER STRIP W IRRIGATION DOWNSTREAM OF THE WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED WIDTH VARIES 2 C c W 0- 3 VINE MAPLE /ACER CIRCINATUM: 8' HT., MULTI-TRUNK A MINIMUM OF THREE (3) GROWING SEASONS. I41 _ W 2. REQUIREMENTS INDICATED ARE IN ACCORDANCE WITH CLEAN WATER SERVICES (CWS) R&O 19-22; APPENDIX J SHRUBS A - PLANTING REQUIREMENTS. I / / / / / / / / / / / / / / / / / / / / / / / I rr^^ SYMBOL QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION CURB V 0 17 DWARF HEAVENLY BAMBOO / NANDINA DOMESTICA 'ATROPURPUREA NANA': 2 GAL. q GUTTER z O 6 SUNDANCE MEXICAN ORANGE /CHOISYA TERNATA 'SUNDANCE': 2 GAL. STREET 23 DWARF OREGON GRAPE / MAHONIA NERVOSA: 2 GAL. 5'-0" Z 34 BLUE OAT GRASS / HELICTOTRICHON SEMPERVIRENS : 2 GAL. h 10'-0" .1NOTES: a STORM WATER FACILITY - OPEN SPACE PLANTING LEGEND TRACTS 'D & E' 1 . REMOVE ALL ORGANIC MATERIAL AND W 0 z SHRUBS TOPSOIL TO SUBGRADE DEPTH PRIOR SYMBOL _ QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION CONDITION TO PLACING CRUSHED ROCK. R . O .W - TREE PLANTER & BARRIER 4 a D 0 19 OCEANSPRAY/HOLODISCUS DISCOLOR: 1 GAL. / 1 .5' HT. /SINGLE DRY 2. IN FILL AREAS COMPACT SUBGRADE IC( 95% AASHTO STANDARDS. V N = 3. SEE PLANS FOR GRADES. 4" DEPTH 3/8" MINUS SCALE: N.T.S L1 . 2 N —1c 0 19 SERVICEBERRY/ALMELANCHIER ALNIFOLIA: 1 GAL. /2 HT. /SINGLE DRY CRUSHED ROCK, CI ICC j 0 19 SNOWBERRY/SYMPHORICARPUS ALBUS: 1 GAL. / 1 .5' HT. /CLUSTER DRY 4'-0 \ COMPACTED W z � Q < \ TOTAL 43 J I= GRASS SEED FINISH GRADE NOT CLOSER THAN 20' MIN. 20' SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION CD CD CD CLEAN WATER "LOWGROW" SEED MIX: 120 LB PER ACRE e e e e e e e e e e e ithSTREET RIGHT WAY CORNER N N N CD CD CD MIN. DWARF TALL FESCUE / FESTUCA ARUNDINACEA 40% - - - - ANY DIRECTION rn rn rn _LLLLL III—III - MINA' o 0 0 L L L L L 1 ,136 PR8820 DWARF PERENNIAL RYEGRASS / LOLIUM PERENNE 'PR8820' 30% —III- 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I STREET LIGHT CATCH c - - a; +; +; LL LLLI L S.F. CREEPING RED FESCUE / FESTUCA RUBRA 25% -III— I I 1 _ — _ — — = GEOTEXTILE FABRIC STANDARD BASIN G CO CO Lcc LJ LLL1_ —III— ' i I 1=I MIN. MIN. cs 1 ' ' HIGHLAND COLONIAL BENTGRASS /AGROSTIS TENUIS 'HIGHLAND' 05% - COMPACTED MIN 2 1/2' m co co M Mo *APPLY WITH 2" THICK COVER OF GREEN DUED FINE GROUND WOOD CELLULOSE MULCH. PROVIDE 100% EROSION SUBGRADE FROM A HARD SURFACE _ MIN ri AND WEED FREE COVERAGE. RE-SEED AND WEED AS NEEDED. — 2 �' CRUSHED ROCK PATH �1 3 °' NOTE: c c 3 ? N cn --)____ 1 . WATER QUALITY FACILITY PLANT MATERIAL SHALL BE PROVIDED WITH A PERMANENT IN GROUND IRRIGATION SYSTEM ?\ t° 3 °J n, 'L L > DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE SCALE: N.T.S L 1 0 i\ I o��c a 0 CU N WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED A MINIMUM OF THREE (3) GROWING SEASONS. N PLANTER o DRIi EWAY O CO 0 %ti, _ N t • SIDEWALK WATE 7 METER SIDEWALK o MULCH AS SPECIFIED, UE x co CO KEEP MULCH CLEAR OF O ES 0IQ FIRE HYDRANT, UTILITY CV2 BOX OR UTILITY POLE Lo SHRUB STEM BASE BACKFILL SOIL b o FINISH GRADE MIN. 15' LATERAL OR ANY N �� 2 1/2' UNDERGROUND a \ �� UTILITY 0 ZCI 1 —1 1 1=1 t . 1 1=1 1 11 1 1; 0 0 01 o i l—I 1 I 11—I PORCH /(......________Ier„... C CC CO O p I I SCARIFY EDGES AND 1 1 z % .5 c� I I—III III III III I I III I I BOTTOM OF HOLE I HOUSE I C J T - 111,1 1=I —I I I-1I1 1 1 / DIAMETER OF / L. ROOT BALL + 12" m c SHRUB PLANTING DETAIL 2 CITY OF TIGARD - TREE SPACING r5 0) CU WCI -a-) SCALE: N.T.S L 1 2 SCALE: N.T.S _-1_. 2 cci U z 0 c — cO J 6Project CO 95th Avenue PUD o No. 9 141-033-19 Type ii PLANNING U 0 Sheet L W C.W.S. CONDITIONS FOR WATER DETENTION POND: 1 . CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES. D w ENHANCEMENT/RESTORATION ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN APPENDIX A: LANDSCAPE REQUIREMENTS (R&O 19-22: ~ Q APPENDIX A). �0 Q I N 2. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, ENGLISH IVY, AND ENGLISH HAWTHORN, LL ¢c(f) � J F. 0 WITHIN THE VEGETATED CORRIDOR SHALL BE REMOVED. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO ¢ D 2 EXISTING NATIVE TREES AND SHRUB SPECIES. Z • J a 0 3. PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. (� 1 (2. 0 v E I a 4. AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE, TRADE, OR BARTER, ON N~ o - 0 ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. Z 5. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP's) FOR EROSION CONTROL, IN ACCORDANCE WITH THE CWS EROSION CONTROL TECHNICAL GUIDANCE n Q 00 o_ MANUAL SHALL BE USED PRIOR TO, DURING, AND FOLLOWING EARTH DISTURBING ACTIVITIES. W LL N 0 � 6. PRIOR TO CONSTRUCTION, A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO ORDINANCE 27, SECTION W z c, 4.B. W ° `°s,Z 7. REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. Z ff J a LL, h 8. SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT, THE APPLICANT SHALL PROVIDE O w 1 UPDATED DRAWINGS, AND IF NECESSARY, OBTAIN A REVISED SERVICE PROVIDER LETTER. LL > O U 9. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.1 1 .2 OF R&O 19-22. IF AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80% SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. 10. THE WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND DESIGNED TO BLEND INTO THE NATURAL SURROUNDINGS. • i,Dc - j 11 . SITE PREPARATIONS: REMOVE ALL NONNATIVE PLANT MATERIALS, INCLUDING PLANTS, ROOTS, AND SEEDS PRIOR TO ADDING TOPSOIL. (SEE IVAM GUIDELINES) �� j TILL THE SUB-GRADE IN THESES AREAS TO A DEPTH OF AT LEAST 4" AND ADD AT LEAST 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST AMENDED ,Ctj o O ,r TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM: ri ; 11:: (.7 7 A) TEXTURE - MATERIAL PASSES THROUGH ONE-INCH SCREEN o Fa. 0 4 B) FERTILITY - 35% ORGANIC MATTER. 0�9 a 0 GQ� m 12. SOIL PREPARATION: TO ENSURE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS, • BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES (APPLYING N-P-K) ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED. 13. TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, ADDITIONAL MEASURES TO ENSURE SURVIVAL. 14. EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED, WHERE POSSIBLE. SLOPES SHALL BE GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN (OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIZE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS N (COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS W BURLAP MAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE l' WILDLIFE IS PERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION. 0 15. MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN Z DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROM J COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY INUNDATED AREAS SHALL BE LIMITED, TO I. AVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE LEACHING OF TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS. F- Q 16. PLANT PROTECTION FROM WILDLIFE: DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE V W IVAM GUIDANCE). ao 17. IRRIGATION: APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, REDUCES THE NEED FOR IRRIGATION. LL Q HOWEVER, UNLESS SITE HYDROLOGY IS CURRENTLY ADEQUATE, A DISTRICT/CITY APPROVED IRRIGATION SYSTEM OR EQUIVALENT (I.E., POLYMER, PLUS WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. WATERING SHALL BE AT A MINIMUM RATE OF AT LEAST ONE INCH PER it Z WEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BY - Q DISTRICT STAFF. J Q c/) o z 18. ACCESS: MAINTENANCE ACCESS FOR PLANT MAINTENANCE SHALL BE PROVIDED FOR SENSITIVE AREAS AND VEGETATED CORRIDORS VIA A FIVE-FOOT = Z 0 o EASEMENT OR SHARED BOUNDARY WITH STORMWATER FACILITIES. STORMWATER FACILITIES ACCESS REQUIREMENTS ARE PROVIDED IN CHAPTER 4 OF CWS �( 0 ._ 0 v DESIGN ANDCONSTRUCTION STANDARDSMANUAL. CONSTRUCTION ce I- .0 0 •O J o 0 1. Detention Pond shall be over-excavated and filled to final grade with 12-inch amended LLl WATER QUALITY BASIN - PLANTING NOTES: N Q o 0 o topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer ~ Z Q °C z� Q 0, amendments. }' 1 . ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A PERMANENT IN GROUND AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR IN EL m V C� CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the EXISTING WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF (2) GROWING SEASONS. N Detention Pond cross section, fabric shall be held in place in accordance with the x 2. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. c. * Ln w w 0 manufacturer's installation requirements. Anchor spacing shall be based on 3 fps flow over o 0 0 w the fabric. o 0 0 3. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING o w o o I- > Q o a. Pond bottom - high-densityute (Geojute Plus or other approved equal) CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. �� o 0 o - J w J matting pp +, +: +: Li Li Q 0 Z ± CO CO CO w o w b. All other areas - low-density jute matting (Econojute or other approved equal) 0 0 0 CC 4. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING \ �n w o Q 3. Plant materials shall be placed in accordance with the plan and plant table as shown onTO THE CONDITION. di o L.ai 0 0 o M V) approved plans. m m m o w 4. The facility shall be deemed acceptable to begin the maintenance period when plant ri 5. TOPSOIL: REMOVE ALL NONNATIVE PLANT MATERIALS, INCLUDING PLANTS, ROOTS, AND SEEDS PRIOR TO ADDING TOPSOIL (SEE IVAM GUIDELINES). TILL THE �-- ` z vi o z >. SUB-GRADE IN THESES AREAS TO A DEPTH OF AT LEAST 4" AND ADD AT LEAST 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST AMENDED Q o growth and density matches the Engineer's design as shown on the approved plans and all o - di TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM: - w c)Q w 0 w y Z To (2,C) C >- other requirements have been met. The Engineer must certify the facility to be functional, 0 3 To A)TEXTURE - MATERIAL PASSES THROUGH ONE-INCH SCREEN = Zo ao 3 W N • B) FERTILITY - 35% ORGANIC MATTER. � woo J w J Q in accordance with the approved plan design to begin the two-year maintenance period.. •�, L o o cu U �- w m �w Q Z o o re a x > < o� wZ CO 6. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. IF THERE IS A DISCREPANCY BETWEEN cr w I- L` o U z Co PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USE THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL 0 0 oz D o 0 0 N o- LL 1 o QUANTITIES z 1-: oz 1 Z H- o w O° CV z o �� zLi]z LJ Q pa_ -, 0 0 0 MAINTENANCE N 7. ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE REQUIREMENTS. o �-� w m w <o z o o 0 Y o o c U,Q o 0 1. The permittee is responsible for the maintenance of this facility for a minimum of two years co 8. PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED SWALE, LOW IMPACT DEVELOPMENT HANDBOOK. J z Zoo Q o o0 following construction and acceptance of this facility per Chapter 2. Lij �, o m 7-- 0 _0_ w U 0 2. Irrigation is to be provided per separate irrigation plan as approved. 9. DETENTION POND PRIMARY TREATMENT WILL OCCUR IN THE TOP 12 INCHES OF THE FACILITY. AMENDED SOIL IN THE TREATMENT AREA IS COMPOSED OF Q J o = 0 E'o <Li 3 w *PERMANENT IN GROUND THE IMPORTED SOIL, MIX OF ONE PART ORGANIC COMPOST, ONE PART GRAVELLY SAND, AND ONE PART TOP SOIL. COMPOST IS WEED-FREE, DECOMPOSED, _ - > U (n z co w Note: Irrigation needs are to be met using a temporary irrigation system with a timer during -o o .7 0 Z,2vio<wl� < Q NON-WOODY PLANT MATERIAL; ANIMAL WASTE IS NOT ALLOWED. w x 0 o z zoom_ Q the dry season. Systems should be winterized during the wet season to assure longevity and < E / w w , I w Q guard against damage from freezing temperatures. Water source shall be as shown on the o U 10. THE WATER QUALITY TREATMENT AREA HAS ECONO JUTE OR COCONUT MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE TOPSOIL AND JUTE/MATTING w •o < c� w 1 m Q m o-=,l Q N o EXTENDS TO THE TOP OF THE SLOPE, TOPSOIL AND JUTE/MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY TRACT OR EASMENT AREA. o E- �Q o w w �_J o`�' r approved plans. c w U ' JQ o ~ w Nw> NJ� ce co T w Q "f , ' `"LL oz o > < o w o I Q o o Q 3. Engineer or Owners Representative is required to perform Monitoring and Maintenance of 11 . *BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZED STOCK SHALL BE INSTALLED ONLY FROM z w Et , w o a IX w w the Site andprovide Documentation as required in Appendix A, 2.5 of the Designand J FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. > u) o �I Q cl w w ' o v Q w q pp o **CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE SEED (PLS) POUNDS PER ACRE. 1 �� J cn z(n z m o 0 Construction Standards. The Approved Plans shall include a Maintenance Schedule per * �oa -owe, 0 c� w D z o LL w( < Appendix A, 2.6.e of the Design and Construction Standards. PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, APPENDIX A PLANTING REQUIREMENTS: = ZCC a_ w z o o p 2 Q c, 1 x 0 Q CC I- -Q o Q 4. The Facility shall be re-excavated and planted if siltation greater than 3 inches in depth cL LL Lj C 12. TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING TREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS z o m a Q z z o o Q w occurs within the two-year maintenance period. CI �w m AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM GUIDELINES) m z f ww X o m-1 0 w c - w �QLno 0 w Q ~wwQN=tlQ 0 > z w (n �0-0 0 (n 2 ai W MAINTENANCE AND MONITORING: 0 U0o~mZ 0 w w 01-Q N o o *EDITED PER CITY OF TIGARD COMMENTS c (n 1'1'a_-)LL_,-(I) U a w co 0 1 . BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1) AND FALL (BY SEPTEMBER 30), FOLLOWING THE FIRST 0 - N r i 4 6z o GROWING SEASON AFTER THE PLANT INSTALLATION. ENSURE A MINIMUM OF 80% SURVIVAL RATE OR BETTER WITH 90% FACILITY COVERAGE OF THE - _ 6 co REQUIRED VEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED. NECESSARY MAINTENANCE WILL BE DETERMINED TO DETENTION POND Project REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20% DETENTION POND co, NON-NATIVES OCCUPY THE SITE. IF IT IS DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES OR CleanWate� Services CONSTRUCTION 8c MAINTENANCE NOTES C1eanWate� Services 95th Avenue PUD co THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER, A PLAN WILL BE DEVELOPED No. AND IMPLEMENTED TO MEET THOSE CONDITIONS. T DRAWING NO. 700 REVISED 10-31-19 DETAIL NO. 701 REVISED 10-31-19 141 033 19 Type PLANNING o 0 Sheet L W L1.2 I II GENERAL NOTES � � T � � Rq Ep PRO WALL DESIGN CRITERIA Co • ��'I N FF.;2 1. Soil loading considered in this design and supporting calculations are based on the following parameters: 0 i • 7.i 'E � �� I/ Internal Friction Angle Cohesion Unit WT (V . 2 O �,y' �O'EGOS o� Deg. psf pcf 1- 6' G 'L ' 'Pi. RY Structural Fill 32 0 120 K I ���4/16/21 �P Foundation Soil 28 0 120 1 �� 1 +00 RENEWAL DATE: 6-30-2021 1 2. Allowable soil bearing pressure: 2000 psf(Static Condition) 1 i 2 2667 psf(Seismic Condition) IPP AJ 3. Seismic Loading: Uniform Rectangular Loading = 5H PSF mei LuO1-CAST-IN-PLACE CONCRETE RETAINING WALLSProvide all submittals required by ACI 301 Sec. 4.1.2. Submit mix designs for each mix in the table below. Concrete shall be normal-weight \�unless specified otherwise on the drawings. ji TABLE OF MIX DESIGN REQUIREMENTS ` : 1 U c w MEMBER STRENGTH TEST AGE MAXIMUM MAXIMUM AIR CONTENT S2.0 TYPE/LOCATION (psi) (days) AGGREGATE W/C RATIO TYP /) -" c) FOUNDATIONS gilIllIlIl6L- IIIIIIhhL Retaining Walls 3000 28 1" 0.45 5% TYP `.�I N co hhI w Follow ACI Manual of Concrete Practice. Follow the current ACI 306R when pouring concrete in cold weather. �„ „_„ „_.,_,._., „_ , Q S2. c 17 , .00 � , CONCRETE REINFORCEMENT �� ~ n 1. Concrete reinforcement shall comply with the following: M Reinforcing Bars ASTM A615, Grade 60, deformed bars. Weldable Reinforcing Bars ASTM A706, Grade 60, deformed bars. 0 2. Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Sec. 3.2.2.2. "Welding"and provide ASTM A706, CO Z grade 60 reinforcement. s- 01 3. Reinforcing shall conform to the following cover requirements unless specifically shown otherwise on the drawings: T O. 2 CAST IN PLACEotIPAIIII4111111 co Concrete cast against earth 3" CO V)0 N Concrete exposed to earth or weather 1-1/2" Q Ties in columns and beams 1-1/2" CONCRETE POND WALL cc w• w Bars in slabs and walls 3/4" iii w z � I— Q C7 Q o0 4. Reinforcement lap splice lengths shall comply with the following table, unless specifically shown otherwise on the drawings: o � w o O BAR SIZE #4 #5 #6 1111111 Top bars in footings 29" 36" 43" Bars in walls 28" 35" 41" (1) Bars shown to be continuous shall be lapped as scheduled above in straight runs, around corners, and into adjacent footings. 5. All rebar shall be fabricated and placed in accordance with ACI Detailing Manual 315. RETAINING WALL PLAN VIEW z 1111111 elo) SCALE: NONE W SPECIAL INSPECTION/INSPECTOR REQUIREMENTS (OSSC 1704) 1. Special Inspector:Employed by the Owner(OSSC 1704.2). 2. Reports:Submitted to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the contractor for co correction;then, if not corrected, to the building official and the Engineer(OSSC 1704.2.4). pp p 3. The Special Inspection is to be continuous during the performance of the work unless otherwise specified. I I 5'-0" 3'-0" CO >- c DT" � I- az 4. Certification: Inspector must be certified by the Building Official to perform the types of inspections I I W Z 0 specified. _I_I z z Q W I- Y cr 5. The special inspection agency is responsible for providing a testing schedule that includes the type and SURCHARGE=250 PSF 1"CHAMFER TYP. I 1"CHAMFER TYP. W (I) J 0 frequency of tests. T1 c J Z 12"LAYER OF FREE a 12"LAYER OF FREE Z SUMMARY OF STRUCTURAL CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS DRAINING ANGULAR ROCK i i p DRAINING ANGULAR ROCK Q 0 a U W The construction inspections listed are in addition to the inspections required by OSSC section 110. Special Inspection is not a substitute for inspection /� // / \/\/\/\ /\/\/� bythe BuildingOfficial. Specially inspected work that is installed or covered without the approval of the BuildingOfficial and the Special Inspector is ��/ \ \ \// / HIGH WATER ,� �\ � \// // //\ HIGH WATER Q subject to removal or exposure. y p pp p p \ / / /\\//\\// -- V \\\\ \� V W US100NW FILTER ':: - . US100NW FILTER '/�' CO '!'_ii • FABRIC BETWEEN \ E- VIViPztlz 1. Responsibility: It is the responsibility of the General Contractor to inform the Special Inspector or Inspection FABRIC BETWEEN \ ,,fi_ Agency with adequate lead time prior to performing any work that requires Special Inspection. BACKFILL AND t t-±- BACKFILL AND t z DRAIN ROCK _:, ,: ADHERE FILTER FABRIC DRAIN ROCK ADHERE FILTER FABRIC w 1 1/2" OVER WEEP HOLES EA. 1 1/2" OVER WEEP HOLES EA. U 2. SPECIAL INSPECTIONS: ro Q CLR. SIDE OF WALL TYP. co Q CLR. SIDE OF WALL TYP. • CONCRETE CONSTRUCTION q) Z 8"THICK CONC. WALL —I- - 2"0 WEEP - Z 8"THICK CONC. WALL --I- -1 - • 2"0 WEEP •• Inspect reinforcing steel(Periodic) W/#5 VERT. @ 12"OC HOLES @ 48"OC W/#5 VERT. @ 12"OC HOLES @ 48"OC •• Verified use of required mix design(Periodic) &#4 HORIZ. @ 12"OC __ &#4 HORIZ. @ 12"OC •• Prior concrete(Periodic)l ment, fabricate specimens for strength tests, perform slump and air content tests and determine temperature of \\ cE U U Q #4 @ 12"OC N -1 #4 @ 12"OC N -' the #5@12"OC • >///\// 3 #5@12"OC vA/ 0 • SOIL 1 �\ \ \; 1 i• V/\/\ 3 Cr !-!-!-- •• Verify materials below wall are adequate to achieve bearing capacity(Periodic) I Z --;:i 6? ' 3" I. U oo 1 t 3" I. t M U Q 0 W CLR. :- CLR. 0 I- z co w 12"THICK LAYER OF 12"THICK LAYER OF 0 W co1'-0" COMPACTED BASE ROCK 1'-0" COMPACTED BASE ROCK (n 2'-6" 2'-6" 0 U w 4'-6" 6'-0" 4'-6" 6'-0" O oc SHEET TITLE: RETAINING WALL LAYOUT AND DETAIL 0WALL SECTION WALL SECTION SCALE:3/8"=1' 0" 2 SCALE:3/8"=1'-0" S2. 0 BMP MATRIX FOR CONSTRUCTION PHASES aw - cQ E R I N AND E D I M E N TCON T R L P LA N MASS UTILITY STREET FINAL WET WEATHER r : ~ Q CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 -MAY 31ST) 0 Q I N E S T O N OAK EROSION PREVENTION _ w VE NATURAL VEGETATION **X X X X X X -FO R IT E S 1 TO 5 AC R E PRESERVE COVER HYDRAULIC cd • X . X . X APPLICATIONS X • O d PLASTIC SHEETING X X X X X Z Z 0 MATTING X X X X X X /R „- 0 0 DUST CONTROL X X X X X X V I a CID TEMPORARY/PERMANENT SEEDING X X X X mF-I o 1 BUFFER ZONE (/ ¢ - 0 STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES OTHER. ___..... j W z o SEDIMENT CONTROL 0 z z 0 d {C� rtlarl Hindu Temple.akr- ter , I SEDIMENT FENCE(PERIMETER) X X X X X X > 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A SEDIMENT FENCE(INTERIOR) x x x x �My w >� es VIOLATION OF THE PERMIT. STRAW WATTLES LL 0 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE FILTER BERM W o olrk istems * THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. INLET PROTECTION **x X X X X X W D cpi 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY DEWATERING CD Z 2 Lr, - T REVISION TO DEQ OR AGENT. Z SEDIMENT TRAP LL, A. a c.i 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. z y NATURAL BUFFER ENCROACHMENT 0 5 1- 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED OTHER: w ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), RUN OFF CONTROL nn J 0 J. '�,,Q, JOANN AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. CONSTRUCTION ENTRANCE **x X X X X LL ' a SITE 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING m PIPE SLOPE DRAIN OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. OUTLET PROTECTIONBlake'S Irtt ' F�D 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN SURFACE ROUGHENING ' f . i IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING ACCHE ROUGH - K DAMS 4 / PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. OTHER: N 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR N r POLLUTION PREVENTION Wig OaksJoy1 LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. PROPER SIGNAGE X X X X X X \4_ 0�� m o,A[I 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL p ` <o d � ' Bank Off1iflC '(with HAZWASTEMGMT X X X X X Xo z a� -5- CI ROADWAYS INCLUDING GRAVEL ROADWAYS. SPILL KIT ON-SITE X X X X X X 6 ,; ,e.Si ,, DrIve- hru ATM) 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. cv - o D 4f CONCRETE WASHOUT AREA X X X O c� .. ,2, Q O ' '' 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL - - e 1�' ° SS ' " UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. OTHER: \T ; �o<c = 9 Barrier CQrporati ri -i' 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. **SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE • S'4., , 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; **SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY > LF ofa� n OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM ,Sf f rCON) •' VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. REFER TO DEQS GUIDANCE MANUAL FORA COMPREHENSIVE LIST OF err. 1�illa� 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND k r a�,si. PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE AVAILABLE BMPs. � United Slates , CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. Postal 5 r+�u 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. NARRATIVE DESCRIPTIONS 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES ---.. ;IF/\ Oregon Rifleworks TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. EXISTING SITE CONDITIONS 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS .1N# hrr9p' .Jwarplrs� arax --) EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, - ONE HOME, ONE OUTBUILDING, ONE CONCRETE DRIVEWAY, ONE GRAVEL ROADWAY, AND DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE VARIOUS EVERGREEN AND DECIDUOUS TREES 0 OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. CC 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO DEVELOPED SITE CONDITIONS VICINITY MAP NOT TO SCALE NORTH SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. - 17 LOT RESIDENTIAL SUBDIVISION WITH ASSOCIATED STREETS AND UTILITIES. Z 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. NATURE OF CONSTRUCTION ACTIVITY AND TIME TABLE FOR MAJOR ACTIVITIES 0 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. V 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED - CLEARING AND GRUBBING (SEPTEMBER 1 - SEPTEMBER 30) SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. - MASS GRADING (OCTOBER 1 - OCTOBER 31) I' (*?:: 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE - UTILITY INSTALLATION (NOVEMBER 1 - NOVEMBER 31) Z AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE - STREET AND UTILITY CONSTRUCTION (DECEMBER 1 - DECEMBER 31) W �. PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. FINAL STABILIZATION (JANUARY 1 - JANUARY 31) \ 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST 2 BE USED TO CLEANUP RELEASED SEDIMENTS. SITE AREA (77,237 SF) = 1.77 ACRES 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT ON-SITE DISTURBED AREA (73,193 SF) = 1.68 ACRES Q VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS OFF-SITE DISTURBED AREA (8,116 SF) = 0.19 ACRES W z BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT TOTAL DISTURBED AREA (81,309 SF) = 1.87 ACRES N 0 T RETAINED BY TEMPORARY BMPS. 6 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST SITE SOIL CLASSIFICATION Q I. w 11 BE IDENTIFIED ON THE PLANS. 0 IY r I I I 7....1_, 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL - 1; ALOHA SILT LOAM; SOIL GROUP C Z W O 1 2 3 7IBMP I.E. (FILTER BAG). 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. ON-SITE SOILS HAVE A LOW EROSION POTENTIAL. ALL FILL MATERIAL SHALL BE GENERATED ON-SITEQ Wg I FROM GRADING ACTIVITIES. SITE WILL BALANCE.29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE z (� < < W - 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION RECEIVING WATER BODY 0 0> °-�GTgQ _ AND SEDIMENT CONTROL BMPS. NEAREST WATER BODY: FANNO CREEK W zI- = SW EUNICE LANE - PRIVATE STREET TRACT C N O O CD I w e ° o° �� 10 I 0 w I H ° 17 16 15 14 13 11 I LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES W v ° 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST RATIONALE STATEMENT N N N 12 BE IDENTIFIED ON THE PLANS. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'S _ _ - - - - 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL 1200-CN PERMIT APPLICATION AND ESCP GUIDANCE DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS o 0 0 BMP I.E. (FILTER BAG). EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT °1 °1 +; U. CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS, c c c LU TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE al _f-1 I� APPLICANT OWNER ENGINEER/SURVEYOR SUBOJECT MITTED ROGRESSES AND THERE IS A NEED TO REVISE THE ESCP, AN ACTION PLAN WILL BE m o Il cp CTH INVESTMENTS CHAPMAN/MANSON FAMILY TRUST PIONEER DESIGN GROUP, INC. ,b�`m 14787 SW MILLIKAN WAY AND SHARON R. CHAPMAN TRUST 9020 SW WASHINGTON SQ RD., SUITE 170 INITIAL -a >"' ' z ° o BEAVERTON, OR 97003 6324 NW 32ND PL. PORTLAND, OR 97223 c c 3C11 N N SITE MAP NOT TO SCALE NORTH PHONE (503) 970-5699 PORTLAND, OR 97211 PHONE (503) 643-8286 r o CONTACT: MATT WELLNER CONTACT: WAYNE CHAPMAN CONTACT: GEOFF MIHALKO P.E. SHEET INDEX .0cu a = > EROSION AND SEDIMENT CONTROL PLANS PERMITEE'S SITE INSPECTOR INSPECTION FREQUENCY P1 EROSION AND SEDIMENT CONTROL COVER SHEET co COMPANY/AGENCY: PIONEER DESIGN GROUP, THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE P2 CLEARING AND DEMOLITION Co GEOFF MIHALKO SITE CONDITION N \l MUN HEQUENCY 1200-CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN ( ) WEEKLY WHEN STORM WATER RUNOFF, INCLUDING RUNOFF EROSION AND SEDIMENT CONTROL PLAN 0 3 z N PHONE: 503 643-8266 DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT � 3 � O 0 N FAX: (971) 708-6265 FROM SNOW MELT, IS OCCURRING. REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE U a - E-MAIL: GMIHALKO@PD-GRP.COM P3 GRADING STREET, AND UTILITY CONSTRUCTION Z_ w a o 1. ACTIVE PERIOD 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS w > a co DESCRIPTION OF EXPERIENCE: 18 YEARS SPENT AT LEAST ONCE EVERY MONTH, REGARDLESS OF PLAN. EROSION AND SEDIMENT CONTROL PLAN w cc w is) INSTALLING, MAINTAINING AND INSPECTING EROSION WHETHER STORM WATER RUNOFF IS OCCURRING. •2 < w z m O CONTROL FACILITIES. CERTIFIED PROFESSIONAL IN EROSION LOCATES (48 HOURS NOTICE REQUIRED) P4 EROSION AND SEDIMENT CONTROL DETAILS CE H W O AND SEDIMENT CONTROL. CESCL ID# 80289. 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCEINTO ENSURE THAT EROSION AND SEDIMENT Q N m 9 o ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY ONE CALL SYSTEM 1-800-332-2344 N w w w o NECESSARY MAINTENANCE AND REPAIR MUST BE MADE (GENERAL TELEPHONE, NORTHWEST I- cv cD Q LiI j 0 PROJECT LOCATION PRIOR TO LEAVING THE SITE. NATURAL GAS, PORTLAND GENERAL J N 1 z ELECTRIC) D C7 co Co EAST SIDE OF SW 95TH AVE, JUST SOUTH OF SW 3. INACTIVE PERIODS GREATER THAN ONCE EVERY MONTH. o z 0 TANGELA CT, TIGARD, WASHINGTON COUNTY, OREGON FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. REPAIR EMERGENCIES FORE mI W < m 71- LATITUDE: 45°26'03.16"Na Q NORTHWEST NATURAL GAS - 800-882-3377 _ 0Ci < p m w LONGITUDE: 122°46'24.44"W 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A CENTURY LINK - 877-348-9007 o Q a INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR PORTLAND GENERAL ELECTRIC - 503-464-7777 0 0 Z ere al co o PROPERTY DESCRIPTION CLEAN WATER SERVICESDOWNSTREAM LOCATION. COMCAST - 888-824-8264- 503-681-3600 TAX LOTS 10100 (WASHINGTON COUNTY TAX MAP T1S 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON TUALATIN VALLEY WATER DISTRICT - 503-848-3000 �\" a) VERIZON - 800-483-4000 8 N o c R1W SEC 35DC) LOCATED IN THE SOUTH WEST 1/4 OF UNLIKELY DUE TO FROZEN CONDITIONS. MELT, OR WHEN WEATHER CONDITIONS MAKE FRONTIER - 800-584-3384 00 -332-2�� z ° THE SOUTH EAST 1/4 SECTION 35, TOWNSHIP 2 SOUTH, DISCHARGES LIKELY. Ili RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW 6COUNTY, OREGON * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. Project Co DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 WESTON OAKS PUD co ENVIRONMENTAL PERMITS * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF No. 9 * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE 141-033-19 DSL N/A * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS Type in COE N/A AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE (503) 232-1987. yENGINEERING 0 CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. m 0 Sheet co COT CASEFILE # SUB2020-00004 P1 1 PRE-CONSTRUCTION , CLEARING , LEGEND w 0. '-1 AND DEMOLITION NOTES - RIGHT-OF-WAY LINE D Q x 0 � - BOUNDARY LINE ¢ I N 1 . ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER = SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, - EXISTING LOT LINE rR o J o ° ETC) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN 0 2 D CO 7 \ x AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF - - - EASEMENT LINE • a ' ( \\ �09 CONSTRUCTION ACTIVITIES. Z 0 al - CENTER LINE Z 0 > 0 U . 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE XSD XSD - STORM DRAINAGE LINE II I �, ' 12 x ,/ 11, SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, N ¢ T U\ 0CHIPPIINGS, OR OTHER SUITABLE MATERIAL, STRAW XSS XSS - SANITARY SEWER LINEW \� � ' WATTLES, OR OTHER APPROVED MATERIALS. XW XW - WATER LINE 0 d z (7 O ¢ > x 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO XG XG - GAS LINE �Ny o_ W N c� \II I TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS LL = X CO N N / XCOM - COMMUNICATION LINE o N. / o _ _ _ SHALL BE CLEARLY DELINEATED WITH ORANGE W z 0 v x = CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A 0 yix_w___ ,4 xT xT - TELEPHONE LINE W - MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. cZ o `° SW TANGELA COURT NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE . \ Onrr XSD XF - UNDERGROUND POWER LINE w Lu J a SDMH RIM185.75' ° \ '\ °��SDCB RIM 185.36' CONSTRUCTION BARRIER. 0 5 shy 12"RCP IE IN NORTH a�� N. / XOH XOH - OVERHEAD WIRE W LL 12"RCP IE OUT SOUTH - x 12"RCP IE IN SOUTHWEST ° ' o `, G �' 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE nn 178.56' K °( X - FENCE LINE (AS NOTED)BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE LL �, d SDCB RIM 185.04' -° SDMH RIM 185.91' II 185. Q 12"RCP IE IN NORTH 179.61' 5. 12"RCP IE OUT NORTHEAST �I DURATION OF THE PROJECT. ADDITIONAL MEASURES 131 - EXISTING 1' CONTOUR i ° �{Y) 36"CMP IN EAST 179.51'15"RCP IE OUT SOUTH 179.61' r (lx� ° VERTICAL STEEL PLAT/WEIRINMH INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET b x v° �. SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE 130 - EXISTING 5' CONTOUR SSMH RIM185.38' X ° THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE -' - CULVERT x_ ,° DURATION OF THE PROJECT. N o - i84 - CONIFEROUS TREE (DBH) �� , O_j m 1 Q0 x fG "TANGELA " 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND �,�\ • �o ''d N x �' FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL - DECIDUOUS TREE (DBH) _o�c o_ z �� ? _ 0 X ° CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF / o co�o- o� _ 183 °° LOT7 LOT6 LOT5 CONTROL MEASURES INCLUDE, BUT ARE NOT LIMITED TO, • - REMOVE EXISTING TREE -,N o,P�• `` cc . xx 0 o SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, 4 j cc) 1_ 0 �� _ \ WOOD FENCE ON PROPERTYLIN" DIVERSION DIKES, SURFACE ROUGHENING, BANK `��' o //////WOOD FENCE ON PROPERTY LINE \ OR SLIGHTLY NORTH OF q1 J SDCB RIM181.95' / - �OR SLIGHTLY NORTH OF \ \ (b3' STABILIZATION, AND DRAINAGE SWALES. ❑ - CATCH BASIN/DRAIN INLET 1 N89°20'11"E 289.83' a 12"HOLE IN EAST SIDE OF PIPEI .30' i / \ \ = X \� 182- '• \ � -I� ��DE-10 \ \ , � � \ \\ \cam \ �D - STORM MANHOLE O �° \ - \ / \ \ NOTE:THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME X Cox \ \ N \ �S - SANITARY MANHOLE / "DRY" xc� _ \ '8 \ WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION IWI n "'' - - \\\ \ BMPs NEED TO BE APPLIED BETWEEN OCTOBER 1 AND MAY 31. D4 iWATER VALVE Z 0 x0H -• �x K181 I - - - \ \ \\\ \N \ r8`'�, \\ \O \\ ® IRRIGATION VALVE '� x� l RCEL 1 \\\ \\\ `76) \ \ \\ V - GAS VALVE O SSMH RIM 180.78'- = SD 12"RCP IE 178.32' NEIGHBOR'S WOOD \ \ FENCE 0.5'WEST OF 8"IE IN NORTHo / / \ PROPERTY LINE \ '7CP \ N \\ © - GAS METER 8"IE OUT SOUTHx , W �0 \ \ 0 CHANNEL 172.25' ,x / \ - \ N \ \ - - FIRE HYDRANT ASSEMBLY Ce Q o \7cz, \\ \\\ \ \ yY� W = x I I \\ \\ N \ \ o o \ \ - FIRE DEPARTMENT CONNECTION Q \1:11:-' I � �y8r \ \\ \\ \ \ 0 - TELEPHONE MHNAULT ZI I \ \ \ \ -�- - SIGN O\ \ \ DEED DOCUMENTX � ' - ���� \ \ PARTITIOIV P�\NO.2020-016 \\ \ \ N0.98-080216 \ \ \ O\O \ \ \ WOOD FENCEN 00IL - - =vN GHBOR'SWOODy \ \ - SURVEY MONUMENT FOUND 0 N N \ FE CE0.5'NORTHOFCQQ, \ \ \n ` ` - f PROPERTYLINE® X y N89° 9'14"W 107.01' \ \\ N \ N \ \ 0 - MAILBOX 0 SDCB RIM177.25' DE-1)t - - , \\ \� \ \ \ ❑p - JUNCTION BOX12"RCPIE IN NORTH 175.15' I / XISTING OVERHEAD WIRE \ . \ \ - 1 5 Z 12"RCP IEOUTSOMP 173.35' x0 \ / TO-BE_REMOVED �Tj \ \ \ - G I - 9 ARCEL2 N \ \ / - ELECTRIC VAULT W 0 EXISTING PAVEMENT \ N io �,�11yx1 I \ _ _ TO BE REM VEk�jg\ \ \ \\ \� \ Z \ \ \ _ - _ _ - Z - ELECTRIC PEDESTAL V 0 =x / , XDE 90 -\ EXISTING DECK N \ N \ \ N N 1 o cn / r \ \ N - � - CLEANOUT WI x x _ �� TO BE REMOVED 'EXISTING BUILDING\TO BE REMOVED \ \\ N\ / '� \ Z Z II SD 12"PVC IE 173.9T / - \ \ \ \ \ / DE-10 0 - SEPTIC W D O --, - - �� \ \1 \\ A \ \V AV .4 \ \ \ I L 1 \ - LIGHT POLE / Q _ �� -,\1��1 ,; D2-10 'iv.DE 10 4. D-10 4 DE-14 - `� 1;,_ -10 V A\ \ N\ _•.i_.5' V �C ' �, x x W- X� \ \ \ \ \\ �',i _ - POWER POLE Q Q Q �k�� N � -v\ � � \ \� vvv vv / A�BEF � ' (_� - GUYWIRE W / , \ `5• \ O.-fir ALL1.5' ALL AT NORTH END Ce TX �o \F< 4V / / oho \\ \ \ \ - - -� �. . ' ' 6 - POWER POLE W/ LIGHT Q Q 0 ITL O 1 75 I-; / \ V A V DRIPUNEOFrREEsoN - TRAFFIC SIGNAL POLE W Z w \ / • \ - \ _ NEIGHBOR'S LOT N H_ i'x ® \ • ` ° N \ \ \ \\ - EXISTING--FENGE- - SIGNAL POLE V < > U n� T N x H ;71 XOH\ XOH �/ •• \ EXISTING CONCRETE\T6BE REMOVED \- - - /\� / - TO BE REMOVED \ 0 - WATER METER y74 -32 �� / \ \ / N - WATER BLOWOFF \j4 i 2, X W CD CD 0 \ _ / A \ WALL 2.5'TALL AT CORNER _ XSS ' DE-3 WIRE FENCE A9TEND OF WIRE FENCE / \` //\ / \ \ \ O O O / o STING GLEANOUT- \ \ \� - -\ l DE-10 \r X , _, l - _ _ _ _ - ,ODE 18 ( DE-14 • - WATER AIR RELEASE VALVE BE REMOVED7 / u ( LL I � L-=5 10 3\%396.9$ \ )EV3 DE 18 i \, w G \ C DEAL_ ._-_- - k)* � - TEST PIT �o CD CD w AROXIMATE LOCATION OF I 1 \ l // \ �/ / CI CI CI Ce \�g LATE0AAL PER COT MAP WIRE FINCE CORNER \ / i AIN LINK FENCE CORNER \ \ HAIN LINK FENCE 1.0' CHAIN LINK FENCE 0.5' fl\l�i - / 1.1'SOUTHYPROPERTY LINE NORTH OF PROPERTY LINE NORTH OF PROPERTY LINE M - MONITORING WELL x x \ 1 X ON/PROPERTY LINE / A ONNOR/T SIDEOFTREE ON NORTH SIDE OFTREE = , v7 / Ny�3 z - - - - W - GAS VAULT < m < M / DEED DOCUMENT DEED DOCUMENT, DEED DOCUMENT-- NO.1:"RCPIE 169.52' �� \��\ NO.2018-083345 NO.2018-037329 ` _ .- NO.2003-021157 'o . 1 \ - o o 7 - UTILITY VAULT >. o Zc Tow" �� I \ x o z - UTILITY PEDESTAL a Z ii x �- EXISTING DRIP LINE GYP.) awi N `^ \ ID X.SDCB#1 RIM 171.70' / \ 10"CMPIE IN NORTH 169.65' '- WATER VAULT G G a 10"CMPIEOUT SOUTH 169.50' 7 - COMMUNICATION VAULT I 111 j� I�� _ '\ \ _, ��� x m x I �; • 7 - TELECOMM PEDESTAL >. 1 "RCP IE 168.58' 11 I I X , . > I x 1 __ 1 - UTILITY CAP d I - UTILITY EXTENSION ocx \ o "XI \7�'� /xX a a d ' - EXISTING CONCRETE ( (n p p Z (V SDCB RIM 168.85' I X.SDCB#2 RIM 169.68' 0 O CT O Z IN 10 RCP IE SOUTH 167.61 •_�I 10"CMP IE IN NORTH 168.03' U .< p 0 o 10"RCP IE NORTH 167.69' MIL X XOH m • 10"RCP IE OUT SOUTH 167.76' - EXISTING ASPHALT PAVEMENT z W W > Q - EXISTING GRAVEL SURFACE NQ W0) N o0 SSMH RIM 169.55 -� I D Q N m Q Q 8"RCP IE IN NORTH U s"RCP IE RCPIEIUT NORTHHWEST / . D - EXISTING DRAINAGE DIRECTION o > W w X CHANNEL 161.25' Q�� F- CV Q E W CV * I c J � = z > LL / I -1c- x Nm05 CO I �� O CD CD 0 co SSMH RIM 168.83' O 'C J W W Z W CI, 169 II-<SDCB RIM 167.0,/ / ( \ • o 0 W \ �SDMH RIM 167.69'0 SD12"RCPIE16623CU cr) - o C I ,,� I .168- / I SW CENTER STREET c I //j- - I //// z w \ I /// Project I 167 WESTON OAKS PUD co I � /// o °'�I /� No. ;(-----. SCALE / I \ SD 12"RCP IE 164.66' 30 0 15 30 141-033-19 N _ _ _�_ Type o 1 C 30 FEE ........L.09 ENGINEERING Cl) 0 I- Sheet pp COT CASEFILE # SUB2020-00004 P2 1 EROSION AND SEDIMENT LEGEND aPQ CONTROL BMP D IMPLEMENTATION - - -302- - - - EXISTING 1 CONTOUR 0 Q = N 300- - - - EXISTING 5' CONTOUR 1 ] rR C J06 1 . ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER 302 PROPOSED 1' CONTOUR V ¢ ] 2 \N SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, •J 0 a 300 PROPOSED 5' CONTOUR / ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN Z 2 z 0 N'/ AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF 0 > 0 CONSTRUCTION ACTIVITIES. PROPOSED FLOW LINE E I ii N N /// a 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER PROPOSED RETAINING WALL W ' Z N GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING I z 0 d ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE Q ¢ (7 // PLANS. PROPOSED CONSTRUCTION / w X N N N / 3N. . LONG TERM SLOPE STABILIZATION MEASURES INCLUDING ENTRANCE W o 0 M i z - - - "MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY p - OCTOBER 1 . XX W z Q i f N v�® 4. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY X��/ --. 2,....A) � PROPOSED STOCKPILE 0 Ll h a N P2. FOLLOWING PAVING ACTIVITIES. LOCATION > 1 XX XX n" .' C. r \ \ (.....'-'---- NOTE:THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME \ "DRY" WEATHER" CONSTRUCTION. "WET WEATHER" X PROPOSED EROSION CONTROL CONSTRUCTION BMPs NEED TO BE APPLIED BETWEEN OCTOBER FENCING 1 AND MAY 31. O 0 PROPOSED TREE PROTECTION N � � rli � _ _ _ _ - FENCING m Q, "TANGELA" CONSTRUCTION NOTES zcw _ Lor7 Lor6 LorsL PROPOSED CONCRETE WASHOUT o ;�1 Q r) v, 2r, o O ` \ 0 PROPOSED CONSTRUCTION ENTRANCE. � � ��o�� 1- GF o �� - \ h E\- PROPOSED STAGING, EQUIP. MAINT., aI o o-ol X \ \X �\ \; O PROPOSED PERIMETER SILT FENCE, TYP. FUELING,WASTE AREAORTA-POTTY AND SOLID \ - y •• t 0 S /1 �� \ \ 03 PROPOSED TYPE 4 INLET PROTECTION, TYP. �a-XX 6 \ a I o� \\ ` \ I ��\\ \ 4 PROPOSED STOCKPILE LOCATION. %////�// PROPOSED TEMPORARY SLOPE $� X N . O ///�/ STABILIZATION II �` � , ... I x x 1 - _ \ \ \ PARCELI X \ i ��; 4 T`� 5 _ is- ---- `\ I CUT / FILL TOTALS PROPOSED INLET I'\`aP , 1 A y \ PRO 0 POSED CUT = 2406 CY / PROTECTION \ I \ N I , \ PROPOSED FILL = 2531 CY x 1 Q 1 Ir11 �c x N \\ , \ v ` CUT/ FILL TOTAL =4937 CY \ TW:170.8 PROPOSED WALL HEIGHT I' l��� a 1 -X _ ++ �� vFG:168.7 _ // `IL �I I I I T N I �` 4 �6' I DEED DOCUMENT NET CUT/ FILL =125 CY FILL J /�� _ _ © 8Q - - - - \ N0.98-080216 DISTURBANCE AREA = 1 .92 AC NO WORK AREA WITH OUT w I 1 - - - - � \ - - �. / ARBORIST PRESENT �$ -- - - 0 1 \ \ ` Z III. �� - Anr -44 - Z - - I1- .O•iC•• i�i..G••i ~ Z I ��0_ , boise•�4•••••►• l - PRIVATE TREET v TRACT C PED ATH�84- W O II••N••I�aCs�e•0 TW:177.0 - - _ A - - - - W Z �dlAlll =°!7 ��o TW:176.4 TW:178.5 IME ;.'` - �FG:177.0 FG:174.0 \ �♦ Ce �V FG:174.0x \ ♦ \ I O p �C U) _ - 10DO - GRADING , STREET & UTILITY EROSION cn H - ACM" \ 1011 , , tit 'N�� � `E � '� I ` AND SEDIMENT CONSTRUCTION NOTES v �' cC p j CC I Z II ` Ig - _ -183- - , a Q Q \�\ ((( #/_ ' I I "�A 1 G 1 1 6 I 14 I 13 (i `� 1 SEED USED FOR TEMPORARY OR PERMANENT SEEDING 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE Z . zij '-=7 I RAC�T lJ I ~ TW:177.5 \ ® SHALL BE COMPOSED OF ONE OF THE FOLLOWING BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE Q Z ° O-° r •T C�FSIVI I FG:174.Of� \ i I`�=�_ •_ _ . - - -182 - le MIXTURES, UNLESS OTHERWISE AUTHORIZED: DURATION OF THE PROJECT. ADDITIONAL MEASURES O � 5 BP�N 1 I I II N v Z w �� \ SPACE\ 1 i j T / '1 " I \ \ 4 I INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET Q (.„ >- /- _ _ _ A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSUREpi= Q w • II \\ \c I _ MIXES. SEE RESTORATION PLAN FOR APPROPRIATE MIX. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE V U I TW:176.9 1 \ I \ 1 © � >8� \ B. DWARF GRASS MIX (MIN. 100 LB./AC.) DURATION OF THE PROJECT. - \ I I I rjs i`\\\;�� `` A/S .a FG:174.0 \ 181' \ 1 . DWARF PERENNIAL RYEGR°ASS (80% BY WEIGHT) N N N l�N l \ \ `` // - - _ �_ 2. CREEPING RED FESCUE (20% BY WEIGHT) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE CD CD CD - 1 .' \ ° � \ °� r C. STANDARD HEIGHT GRASS MIX (MIN. 100 LB./AC.) PROTECTED THROUGH THE USE OF BIOBAGS OR OTHER I \ I \6� �tdrArm ' I o o�oJ / / o o °\ = = - `_ 1 . ANNUAL RYEGRASS (40% BY WEIGHT) APPROVED INLET PROTECTION SYSTEMS. ALL INLET o 0 0 y�I '� �O - - 1, 12_, - _i-I _4. - - - 2. TURF-TYPE FESCUE (60% BY WEIGHT) PROTECTION SYSTEMS ARE TO BE REGULARLY INSPECTED a a I , a e - - - ` •/ Q � _ � '` `�.n 1 \,./ two two two w _- _ EV-30\ AND MAINTAINED AS NEEDED. _ TW:176.5 - G G G cc PROPOSED TREE PROTECTION 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING \ 1 _ PROJECTARBORIST TO OVERSEE FG:1 76.5 j �1 l / ` FENCING (TYP.) SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST _ RIGHT OF WAY IMPROVEMENTS 71 M 1 \ ADJACENT TO TREES W TRACK WALKING OR THE USE OF OTHER APPROVED BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE (D m o \� DEED DOCUMENT DEED DOCUMENT DEED DOCUMENT IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. ri N0.2018-083345 N0.2018-037329 N0.2003-021157 oM 0 0 BEDDING AND REDUCES RUN-OFF VELOCITY. J( I \ I o z 1 1 . AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF z v To h \\ I \_ -/ 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL CONCRETE TRUCKS IN A LOCATION THAT DOES NOT c c 3 t, '4 N INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER DA 3 CD °1 L L I EXISTING DRIP LINE(TYP.) COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE p p a = j RATE. CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE I • q I \� .1 POINT, SECONDARY MEASURES SUCH AS BERMS OR II1 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL TEMPORARY SETTLING PITS MAY BE REQUIRED. o$ I I� �I I I L INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC "I \ I I SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER 12. SWEEPING FROM EXPOSED AGGREGATE CONCRETE SHALL \I I / , APPROVED MEASURES. NOT BE TRANSFERRED TO THE STORMWATER SYSTEM. Lo I I SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE O I // 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A TRASH. Cr) p p STABLE LOCATION AND CONFIGURATION. DURING WET 0W Z cv 13.I I WEATHER PERIODS, STOCKPILES SHALL BE COVERED WITH AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS U Q H O I PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS CAN RUN-OFF INTO THE STORM WATER SYSTEM. z W Q ~ O N �ICII, • - ccW > Q co / REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. CC C N / 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET o U CL LU cc _ 6. EXPOSED CUT OR FILL SLOPES SHALL BE STABILIZED PROTECTION TO PREVENT RUN-OFF FROM REACHING Vs - IW m0 Z / / Z THROUGH THE USE OF TEMPORARY SEEDING AND DISCHARGE POINTS. m o I / MULCHING, EROSION CONTROL BLANKETS OR MATS, 0 N W -I 0 2 I / MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE CV Q LL W CD I / APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO J 2 Z of I / REQUIRE ADDITIONAL EROSION CONTROL MEASURES. PREVENT INTRODUCING THESE MATERIALS TO THE STORM D C‘jo CS)Z 0 co WATER SYSTEM. co \I // - \ ` 7. AREAS SUBJECT TO WIND EROSION SHALL USE m H 3 W z APPROPRIATE DUST CONTROL MEASURES INCLUDING THE Q Q Q APPLICATION OF A FINE SPRAY OF WATER, PLASTIC 0 0 L • / \\� SHEETING, STRAW MULCHING, OR OTHER APPROVED Q / MEASURES. .. z - DUST CONTROL NOTES z . I I / /// 1 . COVER STOCKPILE WITH PLASTIC SHEETING DURING WET AND DRY/WINDY Project _ // WEATHER. WESTON OAKS PUD co (I ��// 2. USE A FINE SPRAY OF WATER TO CONTROL DUST DURING CLEARING, SCALE No. ..... T • MASS GRADING, UTILITY INSTALLATION, AND STREET CONSTRUCTION. 30 0 15 30 141-033-19 m m m Type 3. STRAW MULCHING TO BE USED TO CONTROL DUST DURING FINAL 1 INCH = 30 FEET ENGINEERING U m STABILIZATION. o ► Sheet L pp COT CASEFILE # SUB2020-00004 P3 a � Q U w I FOR FURTHER INFORMATION FOR FURTHER INFORMATION O ¢ N MATS/BLANKETS SHOULD V. I ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION I Ln BE INSTALLED VERTICALLY If' �y y v, CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE Q J o 06 DOWNSLOPE. w" SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER `" '��. TAMP SOIL - ( i.0100' SF SERVICES EROSION PREVENTION a OVER AND SEDIMENT CONTROL AND SEDIMENT CONTROL �N F J r MAT/BLANKET � �� PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. -� Pp NQT AND SEDIMENT CONTROL •J d P���� p�c�S a •- F S FQR PLANNING AND DESIGN MANUAL. �I� • Z Z O ^) e e '411111111111111111, C4` g:k e. �0 6° / / /\ / • a • D •. .' ' v. : ¢• .p-7- , r-- ' -4111111111 --411111111-j- 11 ;''' \, ,o,. e P • . 7 . . . pis, SCOPE III Z I i V a W z 0ti �' \\ \\ \\// a �o a•: p. D' � <: o �. � • �_ WOOD STAKE z d 6' // �a 0 • �4 ' : o > ---/--- PLACE WATTLES ALONG SLOPE CONTOURS. I >07 �' �' /\//\\\/\\ RADIUS = 25' MIN. .e: G. • O co /\\/, - MINIMUM 12" OVERLAP o .D ; - a:�' ' W c� /\/ OF SEAMS. v.P• o:V•• ��\.\- NOT TO SCALE - J 0 / c. S � � W • ^.) �+ \\/\\ SEE NOTE 5 FOR APPROVED ROCK p�0 pF G��S z Z 7 ftl I I lir i e / Q' //\ SEE NOTE No. 3 P��O���SSI� �1 ` w J a 2� \ SUBGRADE REINFORCEMENT �� P / / / / +`•+' GEOTEXTILE, AS REQUIRED P� 1 • • da \ \ ++,+,+ +, ;,++`, ,� , +++,+ $„ MIN. WHEAGRASSASTRAW, �< .. -. ., ~\ :� a // 1 + DEPTHz d �+ T /\ \� + ++ + + „ STAGGER COCONUT OR / \ \ JOINTS EXCELSIOR WATTLES ` MIN. 4" ° °` ` OVERLAP / + + . ❑ e / // + GRAVEL CONSTRUCTION P /\\\ + + : + } + } + + + t + + } +++ } + } + } + + + ENTRANCE a + + + + CURB RAMP / 12" +++ ..« +++++ +i++t+ *+ +++.s ° SECTION off\- o m ++ + + PAVEMENT ❑ \ v ail '. ° ° NOT TO SCALE <ocw z o ti ,e / 6" 1 n 11=I= _+ • V ++ -III- aao ��i, STAKING SPACING z - 2 V P / � 1 1/2" I I I I I I II I II I I - + \. `. / / / < _�.; 4' O.C. g . o � ...Ld o y ' �'� O � CV' ,� J� ,Q k`\ - III III III III III III III III III III I III III III III I _ >/ -III-III-III-III-III-III-III-III-III-III-III-III-III_III_III_III_III_III-III-III-III-III-III- o . . • .. iic �� \ STAPLES III III III III III /j/ /\/\/j\/ CIFLOW-411111 ° -41111 ■ G� o 4 //\ St ISOMETRIC VIEWj/ : ° r 4 - PLASTIC SHEETING MINIMUM 1' OVERLAPPING NOTES: NOTES: a SIDE 1.1. STAKING SPECIFICATIONS: TYPICAL SLOPEa. 1"X2" WOODEN STAKES /� 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING a b. ADDITIONAL STAKES MAY BE INSTALLED ON SOIL STABILIZATION j\\/\\/\ k ..��`''o /� OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR /\//BERM/\/�\•\\/\\ I CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. HIGHLY EROSIVE SOILS. \\ \' \ 12' 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. //��/// �/��/�� "\ NOTES: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ❑ 2. SPACING IN ACCORDANCE WITH DETAIL 940. I THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ° 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION OTHER OBSTRUCTIONS SO THAT THE INSTALLED O NOT TO SCALE ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED WATTLES WILL HAVE DIRECT CONTACT WITH THE 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3' FROM TOE OF FILTERING SYSTEM. SOIL. CC NOTES: I STOCKPILE. PLAN VIEW I' 5. DIMENSIONS 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON NOT TO SCALE 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, Z 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. SINGLE FAMILY HAVE GOOD SOIL CONTACT. I 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. INSURING THAT NO GAPS EXIST BETWEEN THE 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE. SOIL AND THE BOTTOM OF THE WATTLE.. THE O 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. COMMERCIAL/SITE DEVELOPMENT ENDS OF ADJACENT WATTLES SHALL BE 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO 5. AS APPROPRIATE, BMP'S SHALL BE INSTALLED TO CONVEY WATER DISCHARGE FROM 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE STOCKPILE AREAS. OVERLAPPED 1 FT. MINIMUM TO PREVENT V NOT STRETCH. I FABRIC TO PREVENT SUB-SOIL PUMPING. SEDIMENT PASSING THROUGH THE FIELD JOINT. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. I' Z LLI VATTING SLOPE I \ STALLATI0\ PLASTIC SHEETING N T� TI \ EN _ 2 CleanWate� Services CleanWateeeeee� Services C O S U C 0 E C E C1eanWate� Services W A T T�_ S CleanWate� Services DRAWING NO. 805 REVISED 1C-r1-19 DRAWING NO. 810 REVISED 10-3--19 DRAWING NO. 855 REVISED 10-31-19 UJ I DRAWING NO. 880 REVISED 12-16 W Z N O CI L CC Z � O Q 0 Z ( Q la J O CD z I- NOTES: MAY BE USED SHORT TERM N/ N Q 0 R W/ UTILITY WORK AND W/ O i- 1. WASHOUT FACILITIES SHALL BE PHASING OF DEVELOPMENT Ce LLI L ANGLE FILTER FABRIC FENCE TO MAINTAINED TO PROVIDE ADEQUATE EXISTING GRADE �:7--- ._;:;;;;, _ ASSURE SOIL IS TRAPPED HOLDING CAPACITY WITH A MINIMUM 3' BY 3' MIN AT Ii ivl�nigllll'' LIIII CI U 111.. i�i� :. FREEBOARD OF 12 INCHES. MIN 1' HIGH RFRM BOTTOM OF I ,���.�� .�NN ._ '�,- ;I::e:':�IDI� III t III 2. WASHOUT FACILITIES MUST BE WASHOUT TO : � ;y..�._ 1 ;••• '_ ,II; N N N • CLEANED, OR NEW FACILITIES MUST CONTAIN FLOW QI. ;�. nl I'I; I amp.•nlh I'III�1{f''llill 0 0 0 CONCRETE AWN" m'II' i�'91!/1911'IF I N N N BE CONSTRUCTED AND READY FOR - --� ;1"1111�"'��1 1111111�nu111,11 y < L..I.: iilll//Ilrwull - - -- I'lla i'� 151i '.I moor mm.,UUELONCE THE WASHOUT IS 75% AiIIIV illa IIIIIII- �-. AIll'llalrtY1111i IIE■111�111111j1au..�l0■°nl ►..��mm� o 0 0 \y \y I iiiiiiii�'�u„ Illq ������1111 .�.� I�,''ll��` ' iiiiai :Ili:' iltil♦.mo c - - !I!� =.m in liuiiiinm■mili �nir�.��l. ii� - d d d • 'I1PAlll ,I:':1:1:'ll::°: . �. ■ II a-, ++ ++ LL • • ' • IIIL,Ii�1111.a1 pa mo,.. l n1�i 10 10 10 LLI ■ ■■ ■■ ■■ ■ 3. IF THE WASHOUT IS NEARING _" A 0..W.. 'III nn� I,,,1111,,.,■(IIII c,,_ , • •_I _I I emu' ;nim /Ilimiu '; n.l CAPACITY, VACUUM AND DISPOSE At At - ,....- ■ - ■ OF THE WASTE MATERIAL IN AN - = • ,•„ •, A•, ,• �•, 10„ stV ;� .L■�'' M APPROVED MANNER. = 7 1 11 -AMeijtjtjtr; ��■ .i•� •ml '° I ....4*-4.. ������•��_���. n■d o�n77C� A�� AIL (. m C7 O 41 • • �. vnnl INTERLOCKED 2"x 2" R n=n°I = L4 *� �� �• �• �• _' ..■ice' PLAN VIEW 4. TEMPORARY CONCRETE WASHOUT =01n n - • • • AP AP POSTS AND ATTACH •..•..•.,•..• •�•' '�°`0 .poag FACILITIES SHALL BE LOCATED A - .� �1�0�10 � 0 .�a� • -?.�% >. •'•'•-•'•'•'•' AREA DRAIN ,. - MINIMUM OF 50 FT FROM SENSITIVE _ • �� �� �� � ,,.�� __ _� _ � p ai • • • • • • AREAS INCLUDING OPEN DRAINAGE =I • �~�~ �' ts a) Z f6 CV VI U FACILITIES AND WATER SOURSES. _ E 414�a� c a ai ., N USE STITCHED LOOPS - - 60' <TYP) y1 c 5 •O i 4.; 3' NOTES: '1 '°Ii'i: 0 0 ce 0_ai 2 > MIN. I 5. CONCRETE WASHOUT FACILITIES E _ _ _ _ E 1 _•,, OVER 2"x 2" POSTS 1. SEDIMENT FENCE TO HAVE STITCHED SHALL BE CONSTRUCTED AND ` CATCH BASIN FROM TOE SLOPE. �O°' "' LOOPS AROUND 2" x 2" POSTS. MAINTAINED IN SUFFICIENT ilii►mn�ll 1l Y IIIIIIIII/Ilpplllli QUANTITY AND SIZE TO CONTAIN FLOW uNIIll11111111n111 >. 2. BURY BOTTOM OF FILTER FABRIC 6" 9' BY 9' MIN TO unmu/IlllllulII m VERTICALLY BELOW FINISHED GRADE. ALL LIQUID AND CONCRETE WASTE IIIIIIIII111111111111 GENERATED BY WASHOUT CONTAIN CONCRETE RADIUS = 25' MIN. lllillllllllllnlnu 2'-6" 3. 2"x 2" FIR, PINE OR STEEL FENCE �\ -, 1111111111111111111 0_ ■AJ1� \ a��illlA■■ I .iI■ Uma■ 4'-0" POSTS. 6. INSTALL CONCRETE WASHOUT SIGN a ••111 111 ,,,■,, 4. POSTS TO BE INSTALLED ON UPHILL N Shot un.nmmmn p SIDE OF SLOPE. n II �� NI■■nul mill pj 5. SIDE OF BOTH SIDES OF FILTER P LA\ ,IN!' 1 "I, lllllulllilll* WITHIN 30 FEET OF TEMPORARY � •/•• Ilr'1EI//°' DIr�cCeorroM O 6" FABRIC TRENCH. mnI111�In11Wul FLOW Z CONCRETE WASHOUT FACILITY. v IIIIIIII/IIIIUIIII ' 11111111111111111111111 imillilnuumh II CC w �� 1'-6" 6. PANELS MUST BE PLACED 7. TEMPORARY CONCRETE WASHOUTS 0A 1111111111�1111111111 1 CI CC 0 CV FILTER FABRIC ACCORDING TO SPACING ON pHRI� PHIRIII, g;:e_;;•m,* w Q H CV MAY BE A PREFABRICATED 4 MATERIAL 36" '':' 'II p DRAWING NO. 940. a■.L. EL Q N WIDE ROLLS. CONTAINER THAT IS PORTABLE AND a' d "`ul I1 1 A E 85 REUSABLE. 4 ° IIIIrml11111185 N P 0 FI LE . ° I►II111ii 111fliu o � CW � � I� IIIIIIIIIII�, Z O i� MINIMUM 8" DEPTH ' 3"-6" ROCK WITH A Q' ; .V• 111111'/ ;_ > w W IL Z EXCAVATED MATERIAL 10juUu�l',; MAY BE USED FOR v o� °�a'o. ', lilt IIII111 Q m 0 -0 - - PERIMETER BERM DITCH INLET PLAN VIEW i1°•_"=''' 1=:=-"!1-.11 N W J ui l:�:: ::::o:::::::o�O:::::O::o�::::�:::0�:C::::::::::::'::0::::: :: 1' MIN - _ 1- N Q LT_ I j ... ......................................... ... DITCH INLET LET 6" overlap of bags. J = z 71- •iii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii• •ii' + �2% SLOPE P 9 C'7 O•O: 000000.•O.•0000.•00.•000.•:O'00000.•O:O'0VO: Nt: FILTER FABRIC MATERIAL co 1 2'-6" •i•O� ODOODODOO�•i0•OD000 •i•�•i•DOO�•i•�•i•00000�•i•O�•i• %'• 1' MIN -f a i r • • e f�f . • • • :*_ 0 00 % %%%%%%0�%%%%%%%%%%i0%%%%%%%%%%%%%%%i!:���:�%% %i' 36" WIDE ROLLS -_ -m-i- -i rr-- - - - - - I-- 1-I -_-'--_-1 -_ - - 0 _ o �, I =III-III-III-III-III-III-11I1- 3' 2' MIN ' -III-111-1I-1I-I I-II=II- - -I�_, ,_ -„ CO § w Q 4'-0" .•.•.•, .•.•.o•.o•.o•.00•.o•.o•.o•.•.•.00•.•.•.o•.•.•.•.o•.o•,•.•.•.•.•.o•.• •.•. I I-1 1=1 1=1 I-1 I-1 I-1 I-1 I I-1 I I-1 1' ,I-III- 11 I-1rr_�11-� -i 1 I-11 I-1 I I 1 I 1 1_111--ti1T=-IiT=-11 I- 1 w cA st,, use, s:,,�,:,.,s.,,:,.,s:,�, ,y .,., -I I_I 1-u 1-11-11i-1 I I=III-11i_IIi_I I__ .,I-I 11=111=111=1 11=1 I I=1 1=- 1=1 11=1 1=1 I l=1 1=1 I I;1 I-I I I_ :-: a a + . •,•,:,, ,,,_ ,:,•.••,•,,,_,,_�,�,.,•,•..•••...,�,�,�,�,�,y�, ,_,. -III-I I-III-III-III-III -I!I-111-111-I I I-1 I I-11 I I-III-I 1 I-1 I I-11 I-1 I I-1 I I-III-I I Q p� .. .... -I -I I- - ITI-III-III-I�'- NOTES: w 0 CC m w a 1'-6" EXISTING GRADE 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL +; 0_ z -um-- f 3' BY 3' MIN TO TYPES. o - - FOR FURTHER INFORMATION CONTAIN CONCRETE L 6' MAXIMUM SPACING ON DESIGN CRITERIA SEE 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INF❑RMATI❑N N CHAPTER 4 OF CLEAN WATER USING (2) 1"x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. ON DESIGN CRITERIA SEE c SERVICES EROSION PREVENTION SECTIO\C T 0\ A- A CHAPTER 4 OF CLEAN WATER Z F O N T VIEW AND SEDIMENT CONTROL 3. WHEN USING 30" BIO-BAGS TO PROTECT A CATCH BASIN YOU SERVICES EROSION PREVENTION PLANNING AND DESIGN MANUAL. HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". AND SEDIMENT CONTROL w PLANNING AND DESIGN MANUAL. 0� Project COI CONCRETE WASHOUTco NoWESTON OAKS PUD o ' N LET P OTECTI� 0 N i SEDIMENT F E N C E C1eanWate� Services \ 141-033-19 C1eanWater Services REVISED 10-31-19 TYPE 4 C1eanWater Services cn DRAWING NO. 900Type 0 DRAWING NO. 875 REVISED 10-31-19 DRAWING NO. 915 REVISED 10-31-19 ENGINEERING "o Sheet L co- COT CASEFILE # SUB2020-00004 P4