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Olson Woods Subdivision OLSON WOODS SUBDIVISION o 0 gimes ay6�AT I A 13 LOT PLANNED DEVELOPMENT Lo � 12540 SW WALNUT STREET, TIGARD, OR 97223 s T2S R1 W SEC. 04AD, TAX LOTS 4100, 4200 AND 4300 SWALBERTA ST m Fl WASHINGTON COUNTY, OREGON FL WSITE� Z APPLICANT/OWNER sw dAnnEs ST o / 'a / 12655 S N CONSTRUCTION,INC. 12655 SW NORTH DAKOTA STREET � TIGARD,OR 97223 /- PHONE(503)780-4375 —_- CONTACT: ONTACT DALE RICHARDS N ITY _ V MAP -Y $4:39[t N.T.S. _ w ^ 'SL ' ENGINEERING/SURVEYING r w o _ - 'CURLACRES' PIONEER DESIGN GROUP y"'. 0i� _~ _ N m 9020 WASHINGTON SO DR,SUITE 170 SHEET INDEX fP/g gem H r PORTLAND,OR 97223 o P1CVER SHEET HONE(503)643-8286 . O / 2. GENERAL NOTES Q {I CONTACT:BRENT ETCH,P.E. 3. EXISTING CONDITIONS AND DEMOLRION PLAN > 1 4. GRADING PLAN LIGHTING ENGINEER 5. WATEa QUALITY FACILITY/SDLN-03 PLAN,PROFILE AND SECTION I 6. COMPOSITE UTILRY NORTHSTAR ELECTRICAL CONTRACTORS 7. OVERALL STREET PLAN AND TYPICAL STREET SECTIONS 3 9130 SW PIONEER COURT,SUITE e. CURB RETURN DETAILS GRAPHIC SCALE I W 4 M� WILSONVILLE,OR 97070 9. WALNUT STREET/SDLN-01 PLAN AND PROFILE'A 1 �' 10. STREET '/SDLN-02,SDLN-05,SDLN-06 PLAN AND PROFILE 125 PHONE(503)612-0840 CONTACT:ADAM SUMNSK 11. SW TRANQUIL LANE/WATERLINE,TRACT'C'/SDLN-04 PLAN AND PROFILE s5 5 w 65 126. SSLN-A PLAN AND PROFILE 12b. SSLN-B PLAN AND PROFILE �v GEOTECH ENGINEER 13. SIGNAGE PLAN AND DETAILS (IN FEET) 165.ar 14. STRIPING DETAILS —h ft =65 f. __ Lse6•se'zs^E _ a. GEOPACIFI0 ENGINEERING,INC. 15. CITY of TIGARD DETAILS 167.55 14835 SW 72ND AVE. 16. CITY OF TIGARD DETAILS PORTLAND, OR 97224 17. CLEAN WATER SERVICES DETAILS 1 1 / PHONE(503)598-8445 13. CLEAN WATER SERVICES DETAILS 5.en sE CONTACT:BETH RAPP LIGHTING ED STREET LIGHTING LANDSCAPE ARCHITECT LANDSCAPE / 5e6.59'I3•E L1 TREE PRESERVATION AND REMOVAL PLAN $ e 2 sF PERCIVAL LANDSCAPE ARCHITECTURE L2 TREE CANOPY PLAN 2863 SE WAVERLEIGH BLVD. L3 WATER QUALITY AREA PLANTING PLAN Z TNACT'6' uRss unss PORTLAND,OR 97202 L4 WATER QUALITY AREA PLANTING NOTES O WATERQUAUTY/ i:l PHONE(503)231-0100 TRAFFIC LO Z i oETENNON QI "eIUE NERONPAN CONTACT:JOE PERCIVAL j 5361>i TS-1 SIGNAL LEGEND O 7,5108E TS-2 SIGNAL PLAN W IN TS-3 SIGNAL DETAIL 'WAWUTCROSSING' 1200-C EROSION AND SEDIMENT CONTROL PLANS W O P1 COVER SHEET WV) Q msI P2 CLEARING AND DEMOLTi ION = 0 2 J j/ o P3 GRADING,STREET AND UTILITY CONSTRUCTION (n O Q u�m P4 DETAILS O IJ Oma T13 ,SM BF IN`: ...y.... I 5,5558E �I W L~1 O -- loose i 4aes UTILITY COMPANIES O 0 H 5ns WATER -CITY OF TIGARD gl SEWER -CLEANWATER SERVICES V O U I $I 12 STORM -CLEANWATER SERVICES $ n B z,em IF - 24 o GAS -NORTHWEST NATURAL GAS .�. d -�5588F tQ _ ELECTRIC-PORTLAND GENERAL ELECTRIC 50 P TELE -FRONTIER CABLE TV COMCAST Y y — BI zeozsF gI VERTICAL DATUM LL ' ¢ BENCH MARK:CIN OF TIGARD B.M.246 ,LL - g � �zsPs 'sE 16' �' DATUM:NGVD 29 m g 1 = 81 10 $I DESCRIPTION:BRASS DISC IN THE EASTERLY CURB ON SW 128TH AVE.,40'SOUTH OF THE Z e - u T,e52 eE .. INTERSECTION OF 128TH AVE.AND SW MARIE ie5_on_ CT. 1 ELEVATION:247.93 FT. l $ $WTBAPTQIBL LAME $� y «� c O D N 6 t > ry $ I �1 9 1 T,80R IF 7t BI 8 is' VIII 7.-11 LOCATES(48 HOURS NOTICE REQUIRED) ONE CALL SYSTEM 1-800-332-2344 E RE Y nZgg0^W (GENERAL TELEPHONE, NORTHWEST 0 OL NATURAL GAS, PORTLAND GENERAL O ELECTRIC) DISTURBED AREA REPAIR EMERGENCIES TOTAL AREA (ONSITE &OFFSITE) NORTHWEST NATURAL GAS - 900-962-3377 00.332- QWEST - 503-242-6064 PORTLAND GENERAL ELECTRIC - 503-464-7777 AREA =3.48 AC ONSITE = 135,463 SF O EAN WATER SERVICES - 503-681-3600 OFFSITE = 1,671 SF - 503-547-6100 TOTAL DISTURBED AREA = 137,134 SF(3.15 AC) CWS DATA VERIZON - 800-483-4000 PROJECT NO. --- ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES IMPERVIOUS AREA QUARTER SEC. 4316 ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DOWNSTREAM MH 318774 THOSE RULES ARE SET FORTH IN OAR 952-001-0010 PUBLIC ROADS = 23,820 SF DSL PERMIT THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES COE PERMIT ---- OF THE RULES BY CALLING THE OREGON UTILITY PRIVATE ROADS = 2,451 SF NOTIFICATION CENTER ATG503-232-1987.THEOREGON PRIVATE PROPERTY = 34,320 SF THIS DESIGNCOMPLIESWITHORS92.044 NEDT7)INTHATNO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE(1) PmJM SIDEWALK = 3,320 SF FOOT OFION MONUMEM.NODONSHOWNONA RECORD DRAWINGS SUBDIVISION SURVEY PARTITION PLAT.NO DESIGN OWN ON A OLSON WOODS TOTAL NEW =63,911 SF(1.47 AC) NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED N5. IMPERVIOUS IF THAT CHANGE WOULD CAUSE ANY UTILITY 264-004 INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED Type AREA. BAS®ON RELD OBSERVATION AND SURVEYED INFORMATION AS BUILT SIKxt .E CITY OF TIGARD CASE#-SUB2014-00008 1 Of 18 GENERAL CONDITIONS GENERAL CONDMONS EXCAVATION AND GRADING INSPECTIONS NOTE o 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 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY o STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS o CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT CHECKLIST SHOWN BELOW. �' e 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, [ T o m TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. AT ANY TIME. INSPECTIONS CHECKLIST TRANSPORTATION, FHWA, CURRENT EDITION. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BEVIDc rc m e a 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY(JOB DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT INSPECTOR(AL DICKMAN OR MIKE WHITE AT e,'w°n A SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE TO EXCEED 8 LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF 639-4171), A MINIMUM OF 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT CONSTRUCTION MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. CONTROL PLAN SHALL AVAILABLE THE WORK AREA. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. WORK WITHIN THE CITY LIMITS.ALSO REMEMBER INSPECTION IS REQUIRED SPORE'COVERING'OR'POURING' 4. PUBLIC ROADWAY SHALLL NOT BE CLOSED 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM D TO TRAFFIC, AT ANY TIME, WITHOUT HAVING 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER ANYTHING. FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE O RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. REQUIRED INSPECTIONS: AT A MINIMUM, INSPECTION BY THE CITY INSPECTOR IS REQUIRED AT THE START Ll BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF AND END OF EACH OF THE FOLLOWING WORK PHASES AREA WIDE EMERGENCY SERVICES TIGARD POLICE DEPT. TUALATIN FIRE & RESCUE AND THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS , TO TRI MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. ) FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT z TO EXXON GTE 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED SI THE 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A GRADING STREETS SIX INCH LAYER OF 1�" - 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER in WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION SHALL PROVIDE THE CITY NTH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO CUT&FILL STAKING HORIZONTAL/VERTICAL STAKING 0 WORK. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 FILL PLACEMENT/COMPACTION SUBGRADE CUT/FILL 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH TEMP. DRAINAGE WORK SUBGRADE PROOF ROLL W NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE DUST/EROSION CONTROL CURB STAKING z STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ASSURE PROPER FUNCTIONING OF THE FACILITY. ALLOWED IN THE STRUCTURAL FILL. PROOF ROLL CURB LINE G 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN SANITARY&STORM SEWERS CURB FORMS/POURING INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR BASEROCK INSTALLATION 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. MH &CB STAKING LEVELING COURSE INSTALLATION THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. 6. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S PIPE INSTALLATION/BACKFILL BASE COMPACTION/PROOF ROLL CITY MANAGER. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER REPORT/RECOMMENDATION CHANGES. TRENCH COMPACTION TESTING WEARING COURSE INSTALLATION n 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC 7. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE AIR&TV TESTING WEARING COURSE COMPACTION TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND REPAIRS/RESURFACING POWER TRENCHING/UTILITIES PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO TRAFFIC&PEDESTRIAN CONTROL STREET LIGHT INSTALLATION s UNLESS AUTHORIZED BY THE CITY ENGINEER. REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER - 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE OUTFALLS/RIP RAP MONUMENTATION ALSO BE PROVIDED FOR. FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. ENCOUNTERED. TRAFFIC&PEDESTRIAN CONTROLy�,�n off- 2w o 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A TRAFFIC CONTROL SIDEWALK/WHEELCHAIR RAMP 11 THE CITY AS MAY BESERVES THE NECESSARY TOGHT EFFE�T VDDYTOOORROMODIFY RAFFC FFIC ANO TOTROL ASSURE PUBLIC MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. INSTALLATION WATER SUPPLY 9. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PLACEMENT OF SIGNS OVERLAY INSTALLATION �d SAFETY. PRE-NOTIFICATION, ETC.). SEQUENCE OF SIGNS 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE APPROPRIATENESS OF SIGNS > CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO 1 AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO STORAGE OF SIGNS WHEN NOT IN USE ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TRW(CITY OF TIGARD SUFFICIENT NUMBERS OF FLAGGERS 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, AL FLAGGING PLAN PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. pry/��A{�^1�ep DICKMAN AT 503/718-2463 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, 2, THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE �7yCERTIFIED FLAGGERS TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING CONSTRUCTION SITE AT ALL TIMES. PROPER TRAFFIC CONTROL IN PLACE WORK COVERED BY THE PERMIT. 3. ALL JOINTS TO BE RESTRAINED. 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED 4. VALVES TO BE OPERATED BY TPW PERSONNEL ONLYI REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN WATERLINE CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO ASSOCIATION) STANDARDS. RELATIVE DENSITY OF 95%OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. WATER LINE INSTALLATION SHALL OCCUR AFTER CURBS AND TEMPORARY LOT CORNERS ARE THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE 6. ALL WORK WILL BE INSPECTED AND APPROVED BY CITY INSPECTOR. 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT INSTALLED. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE GEOTEXTILE FABRIC BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE NOTE FOR SEWER ACCEPTANCE: THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES PERFORMANCE. FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. ENGINEER. WITHIN THE SCOPE OF THEIR PROJECT CLEANED A MINIMUM OF ONE WEEK PRIOR TO A 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL PRE-ACCEPTANCE INSPECTION(AT END OF ONE-YEAR MAINTENANCE PERIOD). THE BALL AND FLUSHING PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A SHALL BE 3/y-0" GRAVEL. OR JET RODDING METHODS ARE CONSIDERED ACCEPTABLE. PRE-ACCEPTANCE TV INSPECTION IS CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE REQUIRED PRIOR TO SCHEDULING PLACEMENT OF THE OVERLAY. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 16 KIN D SPREADING A Y PUBLIIC ROADWAYD OR DEB SISDSTRICTLYGPROHIBI ED AGE OF RIALS OR AND VIOLATTIUIPMENT ION SHALL BE ANY 10. POURED SURFACECONCRETE THRUST BLOCKS ARE REQUIRED AT EACH TEE,CROSSAT ,AND BEND QLOCATIONSST EIGHT SQUARE TOF(SEEBEARING DETAI S FOR STORM DRAINAGE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER MINIMUM BEARING AREAS). 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 11. A 4"x4%8'-O", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY ENGINEER. A A $' O 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS N z INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPTx110 AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&0 V1 O REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 07-20) AC ASPHALT CONCRETE PC POINT OF CURVATURE W C7 OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJx6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE p w 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD VALVE, 6" MJxMJ HOLDING SPOOL, 6" MJ, 5-1/4" MVO, 3-PORT(2-21" NST HOSE MEET THE COVER REQUIREMENTS OF SECTION 3.06.10 CWS R&0 07-20. AB AGGREGATE BASE PI POI NT OF INTERSECTION m GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, CONNECTION, 1-4�" NST PUMPER), 1 PENTAGON OPERATING NUT, OPENING LEFT, 4. ALL ESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH BCR BEGIN CURB RETURN R PROPERTY LINE O N O MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER BM BENCH MARK PRC POINT OF REVERSE CURVATURE Z C.W.S. REQUIREMENTS. BIC BEGIN VERTICAL CURVE N p KIND AND MATERIAL. 6790, CLOW MEDALLION CIP CAST IRON PIPE PT POINT OF TANGENCY J p � 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 C✓ CONTROL JOINT PVC RADIUS POLY-ONYL CHLORIDE Q O Q WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 1l CUBIC YARDS OF CRUSHED 2"-%" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF SANITARY SEWERS CL CLASS RCP REINFORCED CONCRETE PIPE O PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. FL CENTERLINE R/W RIGHT-OF-WAY ~ ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED CMP CORRUGATED METAL PIPE S SEWER W - CMU CONCRETE MASONARY UNIT z O EFFECTIVE DRAINAGE CONTROL. WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A IN ACCORDANCE WITH CLEAN WATER SERVICES (C.W.S.) STANDARD SPECIFICATIONS R&O CO CLEANOUT SO STORM DRAIN Z O 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE 07-20. SL SEWER LATERAL W NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OARCTV CABLE TELE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION VISION STA STATION UI DROP INLET STD.DR. STANDARD DETAIL O U 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY OF SEPARATION BELOW THE WATER LINE. 3.06.10 CWS R&O 07-20. DIP DLIC77LE IRON PIPE T TELEPHONE CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL E ELECTRICAL TB THRUST BLOCK THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH ECR END CURB RETURN TC TOP OF CURB ti n ."-: EXPENSE. A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES E✓ EXPANSION JOINT TCN TOP OF CONCRETE C C C p� -�Y EL ELEVATION 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND THE STATIC PRESSURE FOR 1 HOUR WITH I MAXIMUM LOSS OF 5 PSL INSrCCIlON3 TO TOP OF DIKE "' '^ HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EX EXISTINGTICAL CURVE TF TOP OF FOOTING NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS FF FINISH FLOOR TO TOP OF GRATE « « INDEX BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. FG FINISH GRADE TI TRAFFIC LIGHT CHECKLIST ON THIS SHEET. TL TRAFFIC LIGHT BE APPROVED BY THE CITY IN ADVANCE TI WORK PERFORMANCE. CONTRACTOR SHALL DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C6 METHOD THE STATE FH FIRE HYDRANT TP TOP OF PAVEMENT w w COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF FL FLOWLINE TYR TYPICAL o 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER FL6 PAS TW TOP OF WALL m m 3 BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER LITER). VCP VITRIFIED CLAY PIPE THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM SODIUM GM GAS METER VPI VERTICAL POINT OF INTERSECTION S 9 •• TRENCH, IT SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. / GB GRADE BREAK -�o THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE GSP GALVANIZED STEEL PIPE W WATER RESULTING FROM THE PROSECUTION OF THE WORK. FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE HP HIGH POINT WM WATER METER m u d A r WV WATER VALVE '- 3 j 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) L CURVE LENGTH l DELTA(CURVE CENTRAL ANGLE) @ u ROADS, DITCHES, ETC. AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL LF LINEAL FEET g c u = > ( ) MH MANHOLE t APPROXIMATELY NONSPORE-FORM ING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF PERCENT OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A MJ MECHANICAL JOINT I LESS 7HAN WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT N.LC. NOT INCLUDED IN CONTRACT GREATER THAN HOLDERS EXPENSE. LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE THIS DESIGN COMPLIES WITH ORS 92.044 (7) N OCEw ON CENTER EACH WAY 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND THAT NO UTILITY INFRASTRUCTURE IS DESIGNED ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND. ALSO, BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY.DISPOSE OF THE TO BE WITHIN ONE 1 FOOT OF A SURVEY ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS MONUMENT LOCATION SHOWN ON A SUBDIVISION CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEC. AFTER OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR RECORD DRAWINGS APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE TESTS WILL BE TAKEN BY TPW.DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL T ANOTHER FINAL FIELD LOCATION CHANGES SHALL BE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL PERMITTED IF THAT CHANGE WOULD CAUSE ANY TES POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS 17. PROVIDE AN ECLIPSE N0. 88 SAMPLING STATION MANUFACTURED BY KUUTILITY INFRASTRUCTURE TO BE PLACED WITHIN PFERTE FOUNDRY, DATE 4120/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A 3/y' THE PROHIBITED AREA- AN DY REA.ANDY STATE PLANE COORDINATES, REFERENCED TO HAD 83(91). INCLUDE ACROBAT FIPT(FEMALE IRON PIPE THREAD) INLET, AND A %a. UNTHREADED HOSE NOZZLE. ALL BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION (* .PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, 25. A SEWER SYSTEM AIR-EST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS BUILDINGS TO THE SEWER SYSTEM. DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. SEE DEVELOPER - ENGINEER GROWTH_ THE EXTERIOR PIPING WILL BE BRASS, AND A %" BALL VALVE SHALL BE VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE ( PROVIDED IN PLACE OF THE /n PET COCK ON THE VENT PIPE. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY AGREEMENT NOTE#5.) 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR OTHERS(OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ppm REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. DIVISION, BEFORE WATER SERVICES CAN BEGIN. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OLSON WOODS 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND OF THE OWNER OR THE ENGINEER. FINAL LIFT OF ASPHALT HAVE BEEN PLACED. No. 264-004 CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS LOCATIONS AND DIMENSIONS OF EXISTING TYPe UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF AS BUILT WORK. Sleet 2 or 18 SANITARYSEwER LEGEND: MANHOLE RIM=236.52' j/ O 8'IE IN W-M52' uJ STORMSEWER STEINS=22e.72' -EXISTING CONIFEROUS TREE - PROJECT BOUNDARY LINE o zo CURB INLET 8'IEOUTE=328.40 � i MANHOLE STORMSEWERE�56.98' / 7e3`Z -EXISTING DECIDUOUS TREE - EXISTING CENTERUNE 4 o N o 233.24' RIM=237.01' IE INSW=737.69' -EXISTING SIGN SANITARYSEWER STORM SEWER IE IN W•2305] Y' / -EXISTING RIGHT-OF-WAY LINE y C g m n 3q MANHOLE CURBI ILET IEOUEE=23051' RIM=23712' RIM=23758' / /� ® �0., -EXISTING UTILITY POLE - EXISTING V CONTOUR UNE 8'IE IN N-U9.36' IEOUTS-3L68' +5_ 511NRARYSflNER 8'IE OUT E=229.16' / U MANHOLE s -EXISTING WATER LINE AND VALVE - EXISTING 5 CONTOUR UNE Z RIM 23]51' � ys. STORM SEWER I 8'IE IN W-229.67' - y STORM SEWER CURB INLET STORM SEWER SANITARY SEWER 8'IEOUTS=229.53 %w c/W// ��/ ,%4� SANITARYSEWER -EXISTING STORM CULVERT - EXISTING FENCE L] O Flow sPlIEPDER MM=228.00' CURB INLET MANHOLE / ° o/ %s. ��{jj� CLEANOUT - EXISTING AC PAVEMENT Em7 MANIE IN E=224.26' RIM=73B.03' SANRARYSEWER RIM•23].59 I G y. ,�,{ STORM SEWER ® -EXISTING MAILBOX z rl %s /_" s PoM=236.59' MM=317•]6, IE OUTS=220.HY IEOUEW=22/27' MANHOLE B"IEINS-230-W - D l CURB INLET xss xss xss - EXISTING SANITARY SEWER c7 RIM 22800 ELECTRICAL B"IE IN W-M"Ar /6 %6 I £o/ SIMM SEWER RIM 33]01' N SANOARYSEWER ELECTRICAL 8'IE INS-21B82' TRANSFORMER VAULT B"IEOUTE-230.]3' ppP]�d%X� S IEINS-2T3A9' © -EXISTING GAS METER w MANHOLE VAULT 8'IEOUTW=ZIB.70 AREA MIN IEOUEN=331x7 xv xv xv - EXISTING WATER UNE F1O --RIM=U7.9P- _ vc. / RIM =23655' ss �ss FL 8'IE IN E=11750 ,a _ x WATE6PiS(�56TER ',r -EXISTING LIGHT POLE w E 3 %c' g' STORM SEWER IEOUTN=333.1]' CU 1W IEINw n4.10 �. L -Xc ---X J5M'�br BuxxaE -xc xc xc xc - EXISTING GAS UNE Z 8'IE IHS=2]5.50 - % / ABARMUVNE MM-13].51' 0 �d IEMNw•z3172' ® -EXISTING COMMUNICATION PEDESTAL - EXISTING COMMUNICATION UNE C IEINS-234.11' 10.1EOTOR 213.64 eXa'➢_ / , -/ - S TRANSFORMERVAULT x h xWw xCOh a STORMSEWER S.W,IWAL Uti STREEP XW 1.:6+ IEWTE z3'r3T R xoR xoR- - EXISTING OVERHEAD POWER LINE MANHO6 x - xu _ / SIGNAL AN ASSOCIATED ® -EXISTING WATER METER RIM-22752' ® Ex° "' W .±`xu ar's's 'T $ ELECTRICAL TO BE MOVED, IE IN E-219.n' xaa_e '6 ®�'°x •6,. J• - slsN�eONTRAC OR TO COORDINATE I xss N \ \S xss= - "CU RL ACRES' © -EXISTING ELECTRICAL PEDESTAL - EXISTING CONCRETE IEINS 2]9.52' s _ ~`4 POLE ° ° y IE GUTN=21930' 3 STORMSMR ELE D4 -EXISTING GAS VALVE WATEROUAl1IY MAN ELEECCTRICAL Y SANRARYSEWER SIGNAL ,TM sFORM I - EXISTING ASPHALT PAVEMEM 2 n w CS 'J RIM=228.05' VAULT ELECTRICAL POLE A LOTS d-_ ry n 0 �x _ va STORM SEWER / TRANSFORMER VAULT MAMOLE .1'�� BLOCK2 - ,yy -EXISTING FIRE HYDRANT ?< 0 w 0 WATER QUAU1Y MANHOLE x STORMSEWER STORM SEWER flIM=33532' PART OF AC I , RIM=21803' MANHOLE CURBINIET 11"IE OUT E•23LM' DRIVEWAY TO BE - EXISTING GRAVEL ��' STORM SEWER RIM=227.76' I REMOVED RAPEEXISTING STORM DRAIN MH SVIEINS=25118' IEOUTWmZ RBOR /J CURB INLET kx IEOUTW=22/.61' ::--.tet�]• RIM n7.91- Oy IS"IEOUTN=141A2' DEED DOCUMEM ' .a' � -EXISTING SANITARY SEWER MH j EIN N=2225]' I ¢/ / NO.2005-1aa91 ' EINE=23znr TAX LOT 3900 HOUSE E art W=222Br „ I 1.9 -ELECTRICAL VAULT / .31 ACRES I HOUSE} GRAPHIC SCALE TREES: iN / •DEED DOCUMENT � - N _011 - V TAX LOT 4000 �^11I O RAPE O TAX LOT 4400 20 KEY ` I d v IJ @so I NUMBER SPECIES DBHI NUMBER SPECIES DBHI NUMBER SPECIES DBHI NUMBER SPECIES DBHI FI FIR .32 ACRES L�ti F �� N.38 ACRES 6106 FI 24" 6496 CE 8" 6641 MA 16' DE DECIDUOUS of H w29 ;nN FEET) 5653 FI 14" _ POWER POLE TO Z WIDE PERMANENT 1�h=4-fc. 5654 DE 8" 6119 MA 8" 6497 AL 10, 6642 MA 12' MA MAPLE ��5'Q�00 LOT 13 BE REMOVED 2.9' 'GSMITARY SEWER EASEMENT 5655 FI 16' 6120 FI 22' 6515 CH 6" 6643 CE 6" AL ALDER s91a x'WIRE 185.00 I �4�UMEM N0.95-062166 5656 MA 8" 6121 MA 8" 6516 FI 9" 6644 CE 17" WN WALNUT 5931 FENCE 5910 o.so ��N\ I' I92°9IIIARYSEWER I 5657 MA 1d' 6122 MA 12' 6517 AL 6" 6646 CE 14" CE CEDAR 586°56'25"E W MANHOLE 5658 MA 7" 6123 MA 1d' 6518 AL 6' 6647 MA 12' RW REDWOOD 5920y x x �\ \ MM=33].61' / LOT z ry k 5659 MA 9' 6124 MA 6 6519 AL 12' 6648 CE 8' LO LOCUST NI I e•IEINWSNB=23131' 5660 MA 9' 6125 FI 24' 6520 CE 15' 5649 MA 9' 5'WOODEN / 8-IEOUEE=23L11' FErvcE \ 5661 MA 1 d' 6126 FI 28" 6521 CE 38' 6650 MA 6' OVERHEAD PO�VER�GRAVEL DRIYEVWl�' 1f 5662 MA 1d' 6127 FI 1tl' Z \j¢F'Ch Y scHarvurvrc FENCE 5663 FI 8" 6523 FI 4d' 6654 DE 14' N TOE REMOVED T BE REMIT 6128 MA 12' a SAN MANHOLE SEWER i I RIM-2LE \ 5564 MA 1tl' 6129 FI 120"2. 6527 FI 8" 6655 CE 17" Z J --HOUSE-T-0BE � T\ MM=xss fa $ $ry, ® 5665 AL 1d' 6130 FI 12' 6528 CE 8" 6656 MA 17" 0 a Z / REMOVED \ N1 I' s'IEINs 231.64 s] ryI 6131 F32 I 16' - - \ ` _ S W.BLUE E N PLACE 5666 MA 1tl' 6529 CE 18" 6657 FI 27" Z O 6'wooDEN GARAGE TO BE ]- 8"IEOUEN=3391.55' ] 5567 DE 6" 6133 MA 2a. 6530 MA 8" 6658 FI 16' in Z 64.21' 5568 MA 12' 6531 FI 16" 5659 CE 12' O � O FENCE ON LINE LOT3 �-REMOVED s�7/, - _ h x 3"E I 5669 MA 12' 6134 FI 22' 6532 CE 8" 5660 MA 12' p w l 5988 ° - 5670 MA 8" 6135 FI 18 Z SHED TO BE ES FI 1 tl' 6661 MA 32, m 0 L2 5654\ �" 6'Woo EN 5671 MA 8" 6136 FI 1d' 6534 MA 12' 6665 FI 32' Q J N O - REytOV£6 6 _ ]3` FENCE ON LINE 5672 MA 1 d' 6137 FI 11" V O ^- - 1 �� 6138 FI 19' 6535 MA 14" 66676 FI 22' 915 '4Y"•"'"' s HOUSE 'S 6 z 5673 AL 16' 6536 CE 6" CC p i Sgya \2 �6s3 \ 6�1 1 I LOT 12 LOT 11 I 5674 WN 1 d' 6139 MA 7" 6537 FI e. 6668 FI 23' G O Q O I I / 5997 ° •6 59 I s 671 ` I 5749 FI 4d' 6140 MA 8" 6538 CE 18" 6669 FI 8" Z W O ('J ax 59 5983 > x wlz I ,�i4S / 66r kx "BLUE HERON PARK" 5759 FI 42' 6141 FI 18" 6539 CE 6" 6670 MA 6" Q z -- LOT h LOT4 •( 6] 4 �� X *5992 HE ss 5910 MA 21 6142 FI 18 6540 FI 2d 5671 FI 21 L1. 102 0 5920 DE 9' 6143 FI 12' "WALNUT CROSSING" 61. `' X �L` sgg3 I / 6 1 6933 5921 DE 6" 6144 FI 21' 6541 FI 18" 5672 MA 9" (/� O O Syy� GARAGE I I 9 / 17 / //// / / 5975 DE 30 6145 FI 6" 6542 FI 8" 5674 MA 8" X Z ,.fi�3 ^ 6543 MA 12' 6675 FI 27" XX X" 5994 �( ° � / / / 5983 RW 40' 6146 MA 1tl' 6544 FI 6" 5675 MA 101' W Q O V con 6120 . -N " X';'JV'E I ; 641a / J / /// / /// // / 5984 FI 6" 6147 MA 8" 6545 FI 12' 6677 MA 6' X X " I `Qi'y"•+' as(. 5985 FI 6" 6148 FI 24" 6546 FI 22' 6678 MA 8" ,y .,-X/\,�` /\ / / / �• / // y/ gr I 5985 CE 2d' 6149 MA 1d' 6547 FI 22' 6679 MA 6' N LOTS a (,lu �!I s X JCS / l /N I l;.z / 5987 CE 24" 6150 MA 8" 6548 FI 15 6680 FI 21" wW \ 6635 /(l� I 6151 MA 12 6681 FI 19" w TO 12\6i°s I/ �6osoJ } pA 5, 'd.Y"... X / / / / \ r f // 1 5988 CE 6 6549 FI 22' 00 wizz r / /\ t 636 69 / / / / / 5989 CE 7 6550 FI 22' :% E LL II 6152 MA 14" 6582 FI 21" ,d, X v 5990 CE 8" 6153 MA 12' 6551 FI 15" 6683 MA 8' 6Ds3 ; 6633 6154 MA 16' 6684 MA 12' oO r- Z �y(� � //�� AX LOT X200 C wss rC CR E TO B�,? sza w X I X / f �� J J z / 5991 CE 6" 6552 FI 18" a`a X 2AGRE5� �REMOy Q6 65 / 5992 FI 3d' 6155 FI 20"5993 CE 16, 6156 FI 12' 6553 MA 11" 6685 MA 6 a mz / 6'12 '•-( 62 ( I/ / 5994 CE 27" 6157 FI 8" 6555 FI6554 E 3d' 66876 FIA 1tl' W $ a LOT6 612/ X SANRARYSET'I'ER i f 3o 6158 FI 22' 6688 FI 29' s' v 6128 611XsX Nj-NEA��PEE� / r �� 6a \ �/ 5996 FIE 3tl' 6557 FI 22' 6159 FI 224 6689 MA 1tl' „ 6139 x e"IE W 5=232.55' / TAX LOYMIIXJ / / 5997 FI 2tl' 6160 MA 18" 6558 CE 29' 6690 MA la, N X �_•' r--R213' ;1 J 2.9YAfR�3 5998 FI 36' 6161 FI 28" 6559 CE 1q' 6691 CE 3d' 1.q •` a C g �- 130\6199 X f ` I 5999 FI 27" 6162 MA 1tl' 6560 CE 32' 6692 MA 9' �' C a x > 3 6 n 669 6163 MA 15" 5707 FI 25" 6 a tae X ! ]x 6000 MA 1tl' 6562 CE 11" 6n, ;)( I° \ 6164 MA 1d' 6708 MA 8" 4'WIRE �� 1s° X 23 �� z4 1 I w66 - 6002 FI 42' 6564 CE 182' 6197 FI 9" 6709 FI 21" LOT] I x/' s6 1s69 I 6l6 s Mo 6003 6199 MA 18" 65 67110 FlE 12, 3d' y I FENCE ON LINE I 6rxs{ X /�; �] /_n /I �61 6F j ON 6004 FIA 38, 6569 FIA 27" 689 Y 6 \ / ] /668 6a � / 6200 AL 12' 6712 CE 12' N N v 6005 MA 1 tl' 6570 FI 34" X /I sa I � H 6006 MA 12 6208 MA 1d' 6571 CE 12' 6714 MA 8' �^ x X 6se 68F i 6007 FI 12' 6211 MA 12' 6573 DE 8" 6715 MA 13, w W �\(/'I4D` J(` X. �s9 I I I /Q/ / 6012 CE 29' 6212 MA 12' 6574 MA 16' 6716 MA 7' Q Q LOTa /\ �\ 1 /� e 6049 RW 60 6429 FI 4tl' 6575 MA 8" 6717 FI 3d' 0 w Z a O X 1 1 I\ 1 5050 DE 11" 6576 CE 12' OL F 6430 MA 12' 6718 FI 24" g _ raz91 1 I I 6051 AL g' 6431 AL e" 6577 CE 1d' 6719 CE 12' z Q 6112X , X X„s2De 6052 DE 18.. 6446 MA 12' 6578 AL 1d' 6720 CE 24" w S 1.55 \� I 6721 FI 26' m J CATCH BASIXR 6 6115 366SWOARv XXb7(� f 3 6053 FI 7'• 6447 FI 24" 6579 CE 18" w Q `231./ /'� ] 25 6054 AL 11'• 6448 MA 12' 6581 AL 1tl' 6722 FI 14" u u RIM 35414' ELECTRICAL 615 156 MANHOLE }:� JKV X 6449 FI 19' 6723 MA 13, Z o ll< 6055 FI 7' 6582 CE 32" Q �I. ]0"IE WTSW-351.39 VAULT RIM=248q 26 6450 FI 18" 6724 MA e. _ " 61 a \ 8'IE IN 5�433.66� / X XXX X 6056 MA 19' 6584 MA la, l 8'IE017 6' 5057 R 36' 6451 FI 6" 6585 R 15' 6725 MA 9" Q STORM SEWED \x. �15 x YpC'"a� I 6452 MA 2d' MANHOLE `8_ S.W.TRAN UIL LANE \ I 663^' rF�(7 X i` ag/ / 6058 MA 12' 6453 CE 1d' 6586 FI 22' 6726 CE 12' M z RIM 260se I e9ARla`E I '64� I X X r��// 6059 FI 27" 6454 FI 1g" 6587 CE 20" 6727 MA 15' Go xsd- Ea �.I / Ib X. X X _ 6086 FI 36' 6621 MA 12' Q C) l t`^ 61(w _X X 6914 FI 30" 15'IEINS-25128' 1� s0a 162 ^' x( Xw �, j I a'WIRE 6087 MA 14' 6622 MA 1tl' z XS '`P RNE Ep I X 6455 FI 18" 6915 FI 14" D D 10.1E IN E=25136 XV TCH USIN I 6456 CE 6" 6916 AL 14" Q Q ]5'IEOUEN=291.42' II ( t FENCE ON LINE 6088 FI 24" 6623 MA 12' 1 R10'IE WINW=357A1'I 6164/ / X X {9 F 2a 6458 FI 2tl' U 6089 FI 24 6457 MA 12' 6624 MA 7" 6917 CE 1a" z SEWER ELECTRICAL I �r \', .II 675'= 6459 FI 16' 6625 CE 16" F- =m o oIE / / / 609160 0 FI 26' 6626 MA 1 tl' 6919 MA 20" ¢ QQ X RI 1. VAULT ) \ I e-'/\ ii / 6092 CE 18" 6627 MA 12' W /\ .4 6460 CE 9" 6920 MA 14" 10.1E IN NE=25218' /6211 / 6461 FI 14" 6921 FI 3tl' m LN p 1 X v/ "� 6093 MA 9' 6628 MA 1 d' cr w h 6 2 x 10'IE oOTw�25z.@• � / 631( /A '"A� I 6094 FI 32' 6462 CE 12' 6629 MA 14' 6922 CE 1tl' 00 3.. 1�e ( \ // X / 1 6095 FI 24' 6463 FI 24" 6630 MA 1d' 6923 CE 15" O O LOTS 6213/ I I // sez 6096 MA 1 tl' 6464 CE 8" 6631 MA 1 tl' 6924 CE 201' b O 62 I 64 �\ - .i/6 'V� 6097 FI 36' 6465 FI 12' 6632 CE 9' 6925 MA 1d' S w MANHOLE SEWER D 208 1649 I ;t/ X s / 5098 FI 29' 6456 MA 12' 6633 MA 12' 6926 MA 16" U 11. �OkL�50N WOODS RIM=264.44' C\\ x /\ x a 6467 MA 1tl' 6927 MA 16" N z No. /\ 62 F 6099 MA 13" 6634 CE 9' O 8'EOUTN=354.x' l - - sTORMSEwm I / -�� s s a 610 FI 25100 R �" 6468 FI 8" 6636 MA 12' 6929 LO 1 d' m 5535 CE 21" 6928 CE 24' 2B64-004 ELECERICAL $ / 4'.VJIRE' /I 6 6b 6469 FI 27" W MANHOLE VAULT I F oN LINE 65]9 6470 MA 12 6637 MA 7" T 1 I I � 6102 FI 24' 1..L Q MM=16x53' / ��/ �ssshh9 6� 6471 MA 12' 6638 MA 1..L p 00 AS BUILT 10-IE OUT N=257.71' II`\ %I 6917 6104 CE 27' 6494 AL 81'' " 6639 MA 22" 5 6105 CE 3d' 6495 AL 7" 6640 MA 8" Of '1 Q LEGEND: i EXISTING CONIFEROUS TREE —— - PROJECT BOUNDARY LINE o z 0 EXISTING DECIDUOUS TREE — - EXISTING CENTERLINE 4 o Ei LL' Q m X c m 3 o - �- EXISTING SIGN —— -EXISTING RIGHT-OF-WAY LINE m !2 �5m^a EXISTING UTILITY POLE — — — — — — - EXISTING V CONTOUR UNE xs 11��111 EXISTING WATER LINE AND VALVE — — — — — - EXISTING 5'CONTOUR UNE Z xs i x�p ✓W / 9 A/q y.s� -EXISTING STORM CULVERT ° ° - EXISTING FENCE o EXISTING AC PAVEMENT c7 EXISTING MAILBOX Z 0 so XSS XSS - EXISTING SANITARY SEWER S © -EXISTING GAS METER w XW XW - EXISTING WATER UNE O .a- - x v x V\S� G/ z�3 0 -EXISTING LIGHT POLE EXISTING GAS UNE S w —_ EXISTING COMMUNICATION PEDESTAL -XCUM XCUM - EXISTING COMMUNICATION UNE a S.W-AL UT'STREET —f---- —� .h x ® xw w xw �� xwxW S b JS�� I ® -EXISTING WATER METER XUH XUH - EXISTING OVERHEAD POWER LINE Ix�qi N "CU RL ACRES' TJl -EXISTING ELECTRICAL PEDESTAL � - EXISTING CONCRETE \ yJ n s s - — '..—.— — - •L I D4 EXISTING GAS VALVE c - ASPHALT PAVEMENT EXISTING z ry BLOCK 2 —N— -EXISTING FIRE HYDRANT a Z o w p EXISTING GRAVEL EXISTING STORM DRAIN MH JU o DEED DOCUMENT s0 -EXISTING SANITARY SEWER MH / No X.L-O6-T134939001 HOUSE TAX LO © -ELECTRICAL VAULT PROPOSED SIDEWALK BY HOMEBUILDER .31 ACRES I HOUSE / LOT I I r GRAPHIC SCALE PROPOSED SIDEWALK BY DEVELOPER iN / DEED DOCUMENT N0.2006118636 1n S/ I TAX LOT 4000 TAX LOT4400 ® PROPOSED BLOCK RETAINING WALL ( .32 ACRES F .38 ACRES (W FEET) PROPOSED CONCRETE RETAINING WALL _ �5'�0 WIDE VERMANEM LOT 13 �inc6 4- ZD o(c. �fdIRTARV SEWER EASEMENT I OOOODOfYADODDDO00 PROPOSED ROCKERY RETAINING WALL UMENT NO.96-062164 PROPOSED PAVEMENT i x \ —O O— PROPOSED WATER QUALITY FENCE PROPOSED TREE FENCE BLUE ERON PLACE PROPOSED CURB AND GUTTER ZO N ' LD N 0 \ i1 2/ : y - / "---- —282---- EXISllNG 1'CONTOUR LOT J _ — — `s/ x------tx____ —280— — EXISTING&CONTOUR Q m "— —�9` [ ,- — 282— PROPOSED V CONTOUR J O 280— PROPOSED 5'CONTOUR d N c h ° TER.;TI LOT 12 LOT � PROPOSED CATCH BASIN Z O PROPOSED AREA DRAIN/DITCH INLET O LD — LOTa 73 E, "BLUE HE PARK' Q r / ` 2q 9 49 241.0 EG TW PROPOSED WALL ELEVATIONS Q O "WALNUT CROSSING" 2r / 2 / TW-TOP OF WALL / 7— // �� EG-EXISTING GROUND O V FG-FUTURE GROUND /✓248 ` � x /� (��///��I L" � N ILII LOTS 5G /F 1249 / 4614 13J 1 2 T XLOT� 4 7/ 2ACR5 tb \251 24/0 TW LOT6 §7 z l _ I41.0 EG TAX 91`41 c� 3 2.9 CRIES 247.0 TW rJ a i ` A• f I 2 242.0 EG o o` / 4j C LOT] 247.0 TW ' 241.7 EG 2 1. TE H Q LOTa I J 245.5 TW 240.5 EG f 245.5TW EG \ , 242.6 TW j 7 236.5 EG S W.TRAN UIL LANE � d 2/ 0 /�/ I xW sn—'�vw----2 f V y _ x .0 V / LOT _ 235.5 EG RECORD DRAWINGS Na`=°MW°°°= 264-004 I 45. TW /( 23915 TW DATE 4120/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 7M ((2 .0 EG 233 5 EG BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION As BUILT 46.5 TW 247 Sheet �IIII 2I13.5 EG 241.0 EG \ I 4 of 18 48'MANHOLE W1 GRATELEGEND z VINYL CLAD CHAIN LINK FENCING SEE STD.DETAIL N0.740 OIL D - PROPOSED EASEMENT UNE C, UPPER RIM -III-III- IE=241.29 III III A A APPROVED -- PROPOSED CENTERLINE i o m o EC PROPOSED RIGHT-OF-WAY _ MATTING w 30'MAX g e -I p - - PROPOSED LOT LINE C LOWER RIM D - - BOUNDARY UNE R IN C,$m IE=240.29 L-I f= PROPOSED CONCRETE RETAINING WALL ; _ III- - SWALE BOTTOM 1 (� -I 2 MIN. 1'MIN. 12"MIN.TOPSOIL CppppDD�DpppppOp PROPOSED ROCKERY RETAINING WALL ? -II III- III III III- EDGE F SQUARE -o-o-o-o j Mi - EDGE FLAT BAR. > BOLT TO STRUCTURE D 0.5'MAX. PROPOSED WATER QUAUN FENCE � S'MINIMUM �� III- 2Dx'O.C.SPACING. C9 fTl T PROPOSED CURB AND GUTTER w t RIVER ROCK 2"'-3/4 N 2.5"-3"DEEP 0 PROPOSED STORM LINE AND MANHOLE w 0 ORFICE PLATE AND WIDE NOTES FREEBOARD TREATMENT AREA FREEBOARD BUFFER MITIGATION w PER CWS DETAIL;(<730 III SWALE AREA AREA 6'MINIMUM WIDTH AREA AREA PROPOSED SANITARY LINE AND MANHOLE W ORFICE SIZE=2.87 _ 1.ALL PRECAST MANHOLE SECTIONS SHALL CONFORM TO THEEC MATTING ECONOJUTE• COCONUT FIBER OR GEOJUTE PLUS- ECONOJUTE° ECONOJOTE' s>20�; O I -I REQUIREMENTS OF A.ST.M.C 478. m SEED MIX LOW GROW MIX NONE LOW GROW MIX As APR RO EO Br PROPOSED WATERLINE AND VALVE IL SEE NOTE#5 SEE NOTE#5 DISTRICT OR CITY _ MAX. . 1 4:1 eoTroM 41 :1 NA -III III- 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY o ---------- PROPOSED SAWCUT LINE r 6"INLET -III- I°• t� -I I r STRENGTH OF 3,300 P.S.I.,AND SLUMP OF 2-TO 47. e C •oR as ARRRovEG ELa IE:2y5.68 - 12'OUTLET 3.ALL JOINTS SHALL BE SEALED WITH PREFORMED GASKETS SUCH c D0 SE RTO APPErvDIx a 0-DESIcry x Cory-Ucno ST NDARDs ECR LANDSCAPIN EXISTING SIDEWALK yv IE.'235.18 AS KENT-SEAL NO.2,RAM-NECK, OR AN APPROVED EQUAL REou REMENn rvcworvc FREE RLAceMErvi.STOFs01LNArvDARLANT rvc vEcrcanorvsG I CONFORMING TO FEDERAL SPECIFICATION SS-500210. _ i. PROVIDE 1°na IRRIGATION EC oJuiEAILLAL APPROVED Al 1 A,E.NCIDTE FOR AL aTNER AREAS OR sMLAR 4`"D_ zT'c+ TBER NT AREA, T THE ER rvuA Tr TRACT. PROPOSED SIDEWALK BY HOMEBUILDER a ry w V - I I- 4.ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. s. 'vREE eE"BoaxoCareEnRSEo MRx ownRv TALI FESCLE 44Dz ARF v E AL RYE BDx,CREEPING RED InCLE 2sx, CL D' 1.i 12"MINIMUM%4-O O COLONIAL BENT ORABS 5, .APPLY AT A RATE OE 1200/ACRE.ER y�H p^. COMPACTED FILL BASE o �0 5.PROVIDE A MINIMUM OF 8.OF INTACT(UNDISTURBED)MANHOLE PROPOSED SIDEWALK BY DEVELOPER � F. WALL BETWEEN PIPE BREAKOUTS AS MEASURED ON THE INSIDE ----- ---- JU o FACE OF THE MANHOLE P/t F__] EXISTING AC PAVEMENT j 6.BREAKOUT OF WALL FOR PIPE SHALL BE 2'MINIMUM AND 4' m m MAXIMUM CLEAR OF PIPE WALL iu SECTION A-A 91 1 FREEBOARD WS PROPOSED AC PAVEMENT DEPTH=4.91' 4'BLACK VINYL COATED ELEV=241.29 14'BLACK VINYL COATED PROPOSED DRIVEWAY STORM MANHOLE-03A CHAIN LINK FENCE 25-YR WSE CHAIN LINK FENCE NOT TO SCALE DEPTH=3.91' ® PROPOSED CURB INLET ELEV=24029 ® PROPOSED AREA DRAIN OR DITCH INLET NO 250 250 ELEV 236.66' OSED USE DEPTH=08T VI II RETAINING WALL, Z -Ill = O CLASS'B'BACKFILL CLASS'B'BACKFILL -J�I =jll= _ =1 DESIGNED BY OTHERS "IIIII�III IW -'-_VIII � -mTli=_ UNE BOTTOM OF OUTFALL ~ (J I_I R._ WIN MIRAFl 60OX J W RM/ IIIII 11=III II II,,,IL_ TTI.,, 11=III-IIIA J MIN. 1.0'TOPSOIL OR APPROVED EQUAL V N =1I 11=TTI=I a-u I. l l III OVER LEVELING PAD OUITFA�LL PIPE a Q z 2' 2' I l J LL Z O 3' 2 0.5' 1:1 SLOPE Q j O SWALE SECTION A-A 1.5' i (BOTH SIDES) J J m 245 EXISTING R _--- \ 246 NOT 70 SCALE I -� 70'WIDE x 8.0'LONG f- RIP-RAPC S 0 ? LL N O 0 N cr Ro PROPOSED o DE OUTFALL PROTECTION d o LLI ' LD - ----- ----- - ----- I ` ;. II Z z o -------_'' I WATER QUALITY TRACT IS SUBJECT TOA � d O U CLEANWATER SERVICES STORM AND SANITARY / / s SEWER EASEMENT OVER ITS ENTIRETY. �J�\�\ y o '�„ I SD MH 4 STORMWATER FACILITY N N N �� \\ PLANTINGS PER 240 - - 240 \ LANDSCAPE PLAN. \ I o o a z FACILITY WALL MAINTENANC TO BE THE RESPONSIBIII RD. BEGIN SWALE END SWALEIN I OF THE CIN OF TIGA 244.4 TW STA 2+95.75 STA 1+92.13 / I .5 I v c EL=236.93 EL=236.41 / 1- a z h 0 4A260C I CONSTRUCTION NOTES 103.63 LF Q 5=0.0060 l SD MH 03A 243.0 TW \ L � 239.5 F /� - O CONSTRUCT DUVALL PROTECTION PER DETAIL THIS SHEET 7'x8'x1.5' .2 ,261 ry RIP-RAP 236 RAALL G CI SD MH 03B x -x O CONSTRUCT 4.0 FOOT TALL BLACK VINYL CHAINLINK FENCE S GG / 241.5TW AND 72'GATE PER CWS DWG 1005. 235 27.00 L.F.12'PVC NITRE H 8: P ADS 9-2884 STM S 78.0 764 L.F.12'PVC :J , SEW C-900 STM SEW . 241.0 EG O INSTALL 5/8'x IRRIGATION METER WIN APPROVED C-g00 87 KA S-0.0 0.027 S=8-GG6G % 1 `3 BACKFLOW PREVENTION. 0.0051 \ 3\. -244.5 TVV -..•;, A�, 212Th O FG _ p #04 3�-;'1��✓� LOT 12 \SD 6OIFALL 63C I I "BLUE H RECORD DRAWlIK41GS �1!`1� / 1 241.4 TW DATE 4/20/201 8 THESE RECORD DRAWINGS HAVE BEEN PREPARED 2381237.0 FG BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION w #04 2 57F 230 a w w 230 i/. 3 240.5 TW LN 242 N N N (Vp tj LFa�I p�j N ifl N W i0 N N ' i \ -42.5 #�SO4 -1 V A Gc� ii,,LL�,, N a s - 6J3mIi g �3 5,11 11 NON, c°3`�L�L" TION 10 oD� D� gD� m+DD r'/ 24 \��.`\' SD MHQ3D �mmX km 0)kk w-�� w-M Nmw �_. ?ba gNb SPE =gW¢zo SagP zo ✓ 2 \ _ #64A257W�i Gro w�o�ww� gow m$aw �wm �3www ��n69www 48i- ooNw000s ++-Eu tum D+iV +oa. ❑ o ++_ivN _ I 0) www 7 Z) w��1o� w�r1�mcl¢ !� .1.^« / L .GRAPHIC SCALE No. 225 225 264-004 3+00 2+00 1+00 SDLN-03 PLAN AAD SWALE SEC71ON A A Toe SCALE r-w AS BUILT SDL*0 (P(EW)-PROPIE (IN FEET) saM E 1e r V r•2, i>h==o EL. 5 Of 18 LEGEND � M 0 J r� �i�- --------- PROPOSED EASEMENT LINE o PROPOSED CENTERUNE i '0' PROPOSED RIGHT-OF-WAY 69 PROPOSED PROPOSED LOT LINE BOUNDARY LINE R 401A271 PROPOSED SIDEWALK BY HOMEBUILDER U - S 4-- y4. PROPOSED SIDEWALK BY a - -_ y - _ - _ r ti- _ / DEVELOPER L] D — - SW WAL UTSTR€ET " �awA*." `5` #55(MA321 GRAPHIC SCALE ® "0_— -a rwxT " '` a Ti° j "CURLACRES° PROPOSED BLOCK RETAINING WALL a FF1 m"..a s - � a� PROPOSED CONCRETE RETAINING WALL N F - W D .-• •_� --� MSSDOAI9 S I I #OIA266 LOT BLO (IN FEET) 67 gLOCK2 1 i6=qo&. PROPOSED PAVEMENT W ;�I I III0 PROPOSED STORM LINE&MANHOLE (L a �I lrL W / PROPOSED SANITARY LINE&MANHOLE r IgUSE I �, /HOUSE I PROPOSED WATERLINE&VALVE I � I I � PROPOSED 1"WATER SERVICE w s /I IN W U' � II Na / WT1 —o—o—o—o— PROPOSED WATER QUALITY FENCE �?� o�,= o= {. ��11+5''Q�00ENT — —_—�— PROPOSED TREE FENCE p { 'ripLhTARTSEWEREASEME- WT 33 °+ UMENTNO.95-062163 > WTz % \ % s �. C0WTRUCXNN07ES #01A249 TRACT'C'TO HAVE ACCESS AND STORM SEWER EASEMENT OVER ITS ENTIRETY TO BENEFIT CITY OF TIGARD. a l — i 51W BLUE HE N PLAC 2 TRACT'B'TO HAVE A STORM AND SURFACE WATER MANGEMENT O EASEMENT OVER ITS ENTIRETY TO BENEFIT CITY OF TIGARD. F 60C i i IN01A261 =__- r. 1 WT3 2 Z #oaA2se, d -_�qpz� — — ---------e� �/4 - cT l BLUE LOr11 J 1 qU, � "BLUE HERON PARK" as a l < NSS04A123 E:TENTI 1 7F — F O WTa I 3 \ . � 5 0 CROSSING""WALNUT CROSS3co � m w e =) C) a l ---------- \ - - --- ------ H N O #01A257WQ In a o = h LOT 5 I !.II04A255 / O O 4 1g a 3 O 0 o II ----------- °�- I V O u LOT 6 I 5 I 12 LL w J ----------- -----� m Lar 7 I i w ---------- 11 a — I d-. I"I I y as 9 = •ryry - E a W > Lora I 5 as ' — % E J I FI � 10 l I B W.. I ##Uzsz[ L & 5.W.TRAN4UiL LANE I °� ° °I'�"^ 0 8•WATERLINE #04Au 9 ISI SDL .$ P a I _sem TAANS2UIL-- � ---- - f LANE #o4A253c a R5 � s r MW0337 7 1_ 8 WT9 #010336[ #09D335C I� pmjm RECORD DRAWINGS NO. WOODS 264-004 DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED TYP# BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT ShM 6 of 18 w CL INTERSECTION i .� , j `�,r"° g / GL LEGEND 10+00.00 WALNUT ST- - ✓ i "'- ,��, 10+00.00 TRACT, / _� `4. R.O.W. R.O.W. ---------- PROPOSED EASEMENT LINE o " \ PILE 6'-11 - PROPOSED CENTERLINE •� a �F° / 19' 25' CENTERLM COME DATA PROPOSED RIGHT OF AY o m o m s:-�`�" 1 - 0.5 CURB 0.5 CURB a " _ _ 3 � d i i 2' 2 3 -- PROPOSED LOT UNE W w D 5 M e F --- _ _ `-�-..q OO _ - _a v � �,- � � O O O -- BOUNDARY LINE UTSTREET 6+ ° arwi_ -�" w�^ �i J 14' 14' d = 17'4952" d = 2133'16" d = 392245" °' a 2 ` 4.5 S' S 0.5 R = 185' R = 185.00' R = 185.00' PROPOSED SIDEWALK BY HOMEBUILDER "CURL ACRES" ti II T =29.02 T = 35.21 T = 66.20 3 f Q L =57.57' L = 69.60' L = 12215' a 2 $ PROPOSED SIDEWALK BY DEVELOPER 2$ 7 Ll LOT 1 3.57% 3.57% O _ W I etoLxz al I CONCRETE CURB CF1 oz ONCRETE CURB PROPOSED BLOCK RETAINING WALL AND GUTTER 712" AND GUTTER 0 /2V�L AC PROPOSED CONCRETE RETAINING WALL 2AC COMPACTEDSUBGRADE SOILS APPROVED / NATIVE OR 95$OF STANDARD PROCTOR LU I 2"OF�4"-0"CRUSHED ROCK w MOUSE a i 28'00' /N,B 8"OF 1-X"-0"CRUSHED ROCK PROPOSED PAVEMENT I r TYPICAL STREET IQ � � � -o-o-o-o- PROPOSED WATER QUALITY FENCE STREET"A" -°-°-•-°- PROPOSED TREE FENCE PC-11+7956 M STA 10+00.00 THRU STA 11+79.56 PROPOSED CURB AND GUTTER ,A655''QQ��WIDE PE6MANENT LOT 19 TARYSEWEREPSEMENT 2 MEN,N0.95062160 CL o 1- R.O.W. VARIES 44'-50' R.O.W. CON MC116W N07ES' - --T--� l -1- VARIES 19'-25' 25'rUE 6'-8' STANDARD DRIVEWAY WITH PLANTER STRIP Ja 1 0.5'CURB 0.5'CURB O(SEE COT DETAIL X141,SHEET 14)(TV.) > 2 COMMERCIAL DRIVEWAY WITH PLANTER STRIP II Pi=12+37.13 ; ` VARIES ®(SEE COT DETAIL x'143,SHEET 14)(TV.) i S.W.BLUE HEZN PLA G 4.5'-10.5'-q .5'-10.5' 14' 14' r- PC-12+62.64 p! 2 _'-- 1 , 2% 2$ I CL INTERSECTION _,_ . 13+23.31 STREET A= o� 2 �VE 57$ 3.57$ CU B RETI 111 DATA N �° 10+00 CO 3wST.0 x C CURB B \ - LOT 12 LOT 11 Z ° i �' / q,T� ONCRETE ,. CONCRETE CUR TOP OF CURB STREET /f A / "BLUE HE ON PARK" AND GUTTER AND GUTTER CURVE DATA ELEVATION STATION Q pfEK1�0 1-1/2C < 12 COMPACTED SUBGRADE SOILS APPROVED PC -237.70 3 1\ / III 2"OF�'i"-0"CRUS2 UEHED ROCK 2 AC NATIVE OR 95$OF STANDARD PROCTOR d_O lP -237.62 10+39.66,14.00'LT r� V OSSING" { Z 8"OF 1-X2"-O"CRUSHED ROCK R�ry 30.00 1/2 d -237.74 STREET A V) w Z N LLI PRC-13+32.14 4 t t+oo T- 21.89 3/4 d -237.90 PT= r� a Q 1 - 12 00 TYPICAL STREET L- 37.83 Hp -23796 10+39.58,2200'RT v ¢ p J W - - ----------- 3 STREET"A° PT -574.04 WALNUT ST z w a OWC z ^ O PC -237.78 PC= H O o,. PT-10+26.00 PT-11+37.49 w i STA it+79.56 THRU STA 12+23.88 LU �++ 4= HP -237.83 9+6568,2200'RT w W N � C7 4 I 102'35'43" 1/4 d -237.83 WALNUT ST ¢ J cO I 13 I R- 20.00 1/2 d -23780 r=L00 w Q N O Pi=14+59.24 I L= 35.81 -237 10+50.47,14.00'RT � z � J V N � I i CL 3/4 4 -237.82 STREET A 3 d R.O.W. R.O.W. PT -238.04 ® J �. p CD i Q e'PUE 5 B'PUE ¢ Q ~ Z Ll i i 25' 25' d=O PC -248.80 15+4.64,14.00'RT OO O ? z O O 5 of�` 12 .,�r I 0.5'CURB 0.5'CURB i 90'08'44" i/4 d -248.47 STREET A ® W' � Q Q O U �- i 2 T 28.07 1/2 d -248.02 tq w Ny-_ -_-__-__-__ 14' 14' L= 44.05 LP -247.81 PT= LL w 0.5' S' S' S' 5' 0.5' 31415 -24781 10+4211,14.00'RT O I PT -248.20 TRANQUIL LANE ® 1.0 Oa N28.00'' LUIEzx z%i I 3.57$ 3.57$ 411 -248.16 PC- 0- - ' d= 1/4 4 -247.65 16F41.89,14.00'LT - 89'51'16" LP -247.55 TRANQUIL LANE ui w m c w ------- -----� CONCRETE CURB CONCRETE CURB R 28.93 1/2 4 -247�5 0 m a s `' I AND GUTTER AND GUTTER L= 43 91 3/4 d -247.60 PT= d o ° 1-1/2"LEVEL 2 AC 12"COMPACTED SUBGRADE SOILS APPROVED HP -247.62 16+6864,14.00'RT m ; _ - 1 0 ` I 2"LEVEL 2 AC STREET A m NATIVE OR 95$OF STANDARD PROCTOR PT -247.57 2"OF 4'i-0"CRUSHED ROCK 2 1 of _ i 8"OF 1-�2"-0"CRUSHED ROCK S' c a x >" °r TYPICAL STREET WET WEATHER CONSTRUCTION PAVEMENT SECTION NOTES JUIL LANE , 10 00: SW TRANQUIL LANE AND o - _ 9 / I 1. IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING WET WEATHER,THE SUBGRADE AND CONSTRUCTION PLAN SHALL ® INTERSECTION STREET "A° STA 12+23.88 THRU END BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER AT THE TIME OF CONSTRUCTION SO THAT CONDITION SPECIFIC 1 +26.76 STREET A= RECOMMENDATIONS CAN BE PROVIDED. •.. .,... -I ____________ 1d+00.00 TRANQUIL LN 1------- - -------- --� _ CL 2 THESE WET WEATHER PAVEMENT SECTION RECOMMENDATIONS ARE INTENDED FOR USE IN SITUATIONS MERE IT IS NOT FEASIBLE TO COMPACT THE SUBGRADE SOILS TO WASHINGTON COUNTY REQUIREMENTS,DUE TO WET SUBGRADE SOIL i I R.O.W. R.O.W. 2' CONDITIONS,AND/OR CONSTRUCTION DURING WET WEATHER. 6'PUE Q 7 $ '� 11' 16' 3. A WET WEATHER SECTION WITH A MINIMUM SUBGRADE DEEPENING OF 6-INCHES TO ACCOMMODATE A WORKING SUBBASE I I OF ADDITIONAL 1 1/2"-0 CRUSHED ROCK SHALL BE USED. 0.5'CURB 0.5'CURB 4. GEOTEXTILE FABRIC,MIRAFI 500X,OR EQUIVALENT,SHOULD BE PLACED ON SUBGRADE SOILS PRIOR TO PLACEMENT OF BASE ROCK. ( 1~. -N- Q5 10 10 5. THE PROJECT GEOTECHNICAL ENGINEER SHOULD BE CONSULTED IN INSTANCES WHERE IT MAY BE PREFERABLE TO TREAT L THE SUBGRADE WITH CEMENT INSTEAD OF OVEREXCAVATION AND AN INCREASED ROCK THICKNESS. 2% 6. IF SOFT SPOTS IN THE SUBGRADE ARE IDENTIFIED DURING ROADWAY EXCAVATION,OR DEVELOP PRIOR TO PAVING,THE 2.50% - SOFT SPOTS SHOULD BE OVEREXCAVATED AND BACKFILLED WITH ADDITIONAL CRUSHED ROCK. 7. DURING SUBGRADE EXCAVATION,CARE SHOULD BE TAKEN TO AVOID DISTURBING THE SUBGRADE SOILS.REMOVALS SHOULD off' BE PERFORMED USING AN EXCAVATOR WITH A SMOOTH-BLADED BUCKET.TRUCK TRAFFIC SHOULD BE LIMITED UNTIL AN STANDARD CURB STANDARD CURB ADEQUATE WORKING SURFACE HAS BEEN ESTABUSHED.IT IS RECOMMENDED THAT CRUSHED ROCK BE SPREAD USING 1-)z"LEVEL 2 AC BULLDOZER EQUIPMENT RATHER THAN DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND POTENTIAL DISTURBANCE GRAPHIC SCALE 12"COMPACTED SUBGRADE SOILS APPROVED 1-74•LEVEL 2 AC TO SUBGRADE SOILS. +-r NATIVE OR 95%OF STANDARD PROCTOR 2`OF'ye-0`CRUSHED ROCK 8, CARE SHOULD BE TAKEN TO AVOID OVERCOMPACTION OF THE BASE COURSE MATERIALS,WHICH COULD CREATE PUMPING proild 8"OF 1-V'-O"CRUSHED ROCK AND UNSTABLE SUBGRADE SOIL CONDITIONS. OLSON WOODS (IN FEET) TYPICAL PRIVATE STREET 9. FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT SPECIFICATIONS(95%MODIFIED PROCTOR),A FINISH PROOF-ROLL X264-004 fn�h=4-ft- SHALL BE PERFORMED PRIOR TO PAVING. TYPE TRACT"C" 10. THE PROJECT GEOTECHNICAL ENGINEER SHALL BE ON-SITE DURING CONSTRUCTION TO VERIFY SUBGRADE STRENGTH AND AS BUILT } TO TAKE DENSITY TESTS ON THE ENGINEERED FILL AND BASE ROCK MATERIALS. 7 0f 18 LEGEND 0 PROPOSED EASEMENT LINE o o o PROPOSED CENTERLINE -- PROPOSED RIGHT-OF-WAY 3 0 m a -- PROPOSED LOT LINE w i -- BOUNDARY LINE R o m 1 + D �ya 4 PROPOSED SIDEWALK BY HOMEBUILDER O 237.90TC n Z n 11� -f 237.40SC �.V n I I V V r� ` 237.45SW I 248.30BC PROPOSED SIDEWALK BY DEVELOPER O V 237.96TO 237.45S - a O 2 .73SW a 248.63SW Z / PROPOSED BLOCK RETAINING WALL B.LaO 248.52TC / - - - / ap 248.02BC. PROPOSED CONCRETE RETAINING WALL W I-- y" 248.09SW n F1 p 237.74TC 238.02TC ^f 248.47TC Q�'O W 237.24SW 238.02SW 248.05SW \ 247. - 247.97BC w 238.07TC 248.09SW Sao 248.04TC PROPOSED PAVEMENT OZ -�. 237.575W -- ---- 0� 247.54SW a (� \,\ FL ' 248.02TC Q o-o-o-o- PROPOSED WATER QUALITY FENCE 247.52SW 40 TO O - 247.99TC - 247.50SW W- PROPOSED CURB AND GUTTER n 247.99SW 248.11TC Lu \ tiv I / - 24795SW - ir-- c` n u- a \ 248.20Tb -247:81TC 'F- z N m /\ 247.70247.31BC BC - - U) - to -N- -N- SW TRANQUIL LANE Q CM REW DATA CURVE DATA TOP OF CURB STREET ELEVATION STATION GRAPHIC SCALEGRAPHIC SCALE PC -23779 C.YA1��DATA A=O LP(7.39) -237.62 10+J9.66,14.00'LT CURVE DATA TOP OF CURB STREET 7214.28" 1/4 d -237.63 STREET A ELEVATION STATION R- 30.00 1/2 d -2J774 4 A -23Z90 PT- (IN FEET) O p,1 (IN FEET) T- 21.89 314 ;ooh=m&. d- PC -248.80 15+84.64,14.00'RT ;ooh=m Ea. L- 37.83 HP(3586)-277.96 10+39.58,2200RT PT -573.04 WALNUT ST 90'08'44" 1/4 d -248.47 STREET A R = 28.00 1/2 d -248.02 T= 28.07 L 44.05 LP(3244)-247.81 PT- = 3/4 d -247.81 10+42.11,14.00'RT PT -24&20 TRANQUIL LANE (n J z W O o j O Z w N O H 0 W O Q � i-- co m z O � � H U o u c c c SW TRANQUIL LANE ooa ' 3.16TC 247.73TC 7. 8BC 24-- s\N VVA 7.9T m o _ . Q_ 2 r7_5 SW 2 24 .5O 6SWL 6 3 LU 237.71SW w . W 247.55TC �Tfl• No 6ge 237.50SW. Er - 247.O5SW � 8 C A a xo > 3 -247.55TO I- I 237.51SW.01 247.05SW(� 237.72SW' 247.94SW \ 2� 247.50SW, Q @$ P 7.78SW - 2371.95TC- - 247.61 SW `\� 247.60TO _ 2 238.07SW 237.45BC I 247.60SW \-o 247.1 DEC ' O \ 247.71 SW 4 47.81SW . I\ - I 247 57T 247,078C s -N- CRETLRNDATA TOP OF CURB STREET a'M RETM DATA CURVE DATA ELEVATION STATION -N TOP OF CURB STREET O CURVE DATA ELEVATION STATION PC -237.78 PC= GRAPHIC SCALE p= 1/4 4 -237.94 9+656&2200•RT 102'35'43" HP(17.90) -238.02 WALNUT ST 4 11 -248.16 PC= A= 7/4 d -24765 10+41.89,14.00'LT RECORD DRAWINGS R= 20.00 1/24 -238.92 89'5128. 11(20.91)-24755 TRANQUIL LANE proms T= 24.96 PT= R= 28.00 3/4 d -237.96 1/2 4 -24755 (IN FEET) OLSON WOODS L= 35.81 10+5STR 14.00'RT T= 27.93 ,inch=,o h. LP(30.21) -237.95 STREET A L= 43.91 3/4 d -24760 PT= �• PT -23&04 GRAPHIC SCALE HP(J707)-24762 16+68.64,14.00'RT 264-004 DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED PT -24757 57REET A Type BASED ON RELD OBSERVATION AND SURVEYED INFORMATION q5 BUILT SM�t IN FEET) ,00h=,oft. 8 of 18 LEGEND 0 PROPOSED EASEMENT LINE o 0 PROPOSED CEMERUNE PROPOSED RIGHT-OF-WAY —N— a�mf PROPOSED LOT LINE w i BOUNDARYLINE R o m e w n e t PROPOSED CONCRETE RETAINING WALL 00000000000000ODD PROPOSED ROCKERY RETAINING WALLL] Z a —Q—Q PROPOSED WATER QUAUTY FENCE O GRAPHIC SCALE o zo ao PROPOSED CURB AND GUTTER 6uU369x T,pPx � PROPOSED STORM LINE AND MANHOLE r] 0 SD MH OIC j(G/ � j (IN FEET) 004=1 SD MH 01A 1 SD MH 01B o h 4o h. w *5 - —0 PROPOSED SANITARY LINE AND MANHOLE Z o �x4 _ PROPOSED WATERLINE AND VALVE G -`-_ __ p 6- ---- " �'J�� — — — — — PROPOSED SAWCUT LINE S0 xs — I+Do.S.W.WAI UTSTREET-'g+ T x ° `r eswan>u xw a�Y�y,—xw xw x xs EXISTING SIDEWALK y n MH 01D aloaAiesc68 N..s xs - - xSwaAi6T Q #04AI66 ° PROPOSED SIDEWALK BY HOMEBUILDER z N PROPOSED SIDEWALK BY DEVELOPERJ+ ° w DEXISTING AC PAVEMENT SW WALNUT STREET(PUBLIC)/SDLN-W MUM-PLAN PROPOSED AC PAVEMENT SCALE 0 P-40' PROPOSED DRIVEWAY as PROPOSED CURB INLET PROPOSED AREA DRAIN OR DITCH INLET T-1 CONSTRUCTION NOTES C CLASS' 'BACKFILL O MILL&FILL: AFTER "T"CUT PATCH Z BACKS, MILL 2" DEPTH AND MACHINE LAY Q HOT MIX NTH THE ASSOCIATED ROAD HIGI I POINT ELEV- 38.01 WORK. FINAL DETERMINATION OF MILL& N LLI z HIGH POINT STA=10 18.51 FILL AREA IS AT THE DISCRETION OF THE J O STA=9+27.8 CITY INSPECTOR. 6L v7 Z 250 PM ELEV_ 250 Wo 5; O 0 A.D.=-6.49 RE-STRIPE AS NECESSARY LLI K=41.00 O a m 0 225.00'VC N Q Ln C] C] tr LOW POI ELEV=227.90 N' Z O 245 - ~ n 245 z a O F PVI Si =7+04.96 W 3 a L� PVI EL =227.49i t J Z z A.D=5.54 STING 24'WATERLINE,APPROX k' o � Q Q O K 28.89 IE=230.90,CONTRACTOR TO $$a Tp LWy ST"SSatoNDTEJ d U PO OLE PRIOR TO O '"$g ro U CONSTRUCTION TO VERIFY � H UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" 1 .00'VC n PVC WITH A MINIMUM SLOPE OF 00200 LATERAL 240 a IF LOWER H h`� 240 CONNECTIONS TO MAIN SEWER LINE 70 BE MADE NTH tq n tq MANUFACTURED 7EES N N + a --- -rt -9 - .52% ALL 2"x 4"STORM SERVICE CONNECTION MARKERS TO BE _ - -- COLOR CODED W1I7E. u^u11 � m AS LING z 235 U GAS LINE 235 PIP SFIUNDER PANED SURFACES REWIRE GRANULAR m $ BACKFILL. FOR PIPES 007SIDE PAVEMENT,NAIIYE m N + c^v EXISTING ROAD SERVIC BACKFILL IS PERMITTED,UNLESS O7HERMSE NOTED. •• o N OEP ITERLINE GRADE �0� ^ _ ----- ------ v as i z r 7HE CONTRACTOR SHALL FIELD VMFY THE SIZE, m - N O U LOCARON& DEPTH OF M71NG U77LI77ES PRIOR TO 3 .^�' ti i OSTIECONSTRUCTION. g o $ _ > 230 A ERGINE 230 g EXIST WATER SERVICES 125.58 L.F.12'PVB IITITE HP ADS B84 STM SEW 16. 1L.F.12'PV6 NTTTTE HP ADS S 994 92 STM SEW 225 77 S=C.0100 225 SEWER U - 77C.0308 26 L.F.12'PVC NRITE HP S -- --- STM SEW . �§ 2203 Z Z 220 Q mNo � v O a �W J OrN J NN�]N N 215 �NaNN3OgS OWW—_NJW'(yJxJW� NaFFN+2��II $7TAFN�O(aO�JW2��S�II NmNNN 5 215 1 cm sill QN C} E;w ONIoil 0 O g NJ WWW WW2� 1A W O o,e N 6+00 7+00 8+00 8+00 10+00 11+00 RECORD ®RANI/I G� proms OLSON WOODS SW WALNUT STREET(PUBLIC)/SM"I(PUBW)-PROFftE No. SCALE It F-40'YP-4' DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 Type BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT 9ied 9 of 18 sn a 07A LEGEND Y }g� PROPOSED EASEMENT LINE o N $D Cl 0III PROPOSED CENTERLINE 5 2 I / �{� I I , PROPOSED RIGHT-OF-WAY Q o m o `� 2 I Il PROPOSED LOT LINE w z e o 3 I I < g^< . o $0 Cl0602 .: ,._,,:.. .....;_ ......: 2 °-� I BOUNDARY LINE R?rc e a J/J I SD MH 04A I O o 11 a.8 e A 19 75 19+00 / 18+00 7+OD PROPOSED CONCRETE RETAINING WALL O SEX $D MH C 0 \ $0 Cl 04A I PROPOSED ROCKERY RETAINING WALL Z I D O� G II -Q-Q PROPOSED WATER QUALITY FENCE O Q SD MH 5A SD CI 02A2 { 1 $0006CI - -_ -- ---- --- -_-- III 1 0 p PROPOSED TREE FENCE Z g 2 Po 3 I 3 I 3 SD MH 06A\ 0Z m -1'�V 1 �8`� ✓� II \ / II I � \�S3 ••"�(, r ° - ww SD MH PROPOSED CURB AND GUTTER F1 on PROPOSED STORM LINE AND MANHOLE Z�� II �2 I3 SMH O1D Q PROPOSED SANITARY LINE AND MANHOLE 9 -0�- PROPOSED WATERLINE AND VALVE - a PROPOSED SAWCUT LINE GRAPHIC SCALE EXISTING SIDEWALK Cl 05A1 J I $D MN 023 A m m p o o I, I� r z I o p 3 x c\ PROPOSED SIDEWALK BY HOMEBUILDER ��'" ' i INhFEET) k. 'I'.# Ih_. e i \ \� 41 STREET 4'(PUBLIC)/SDLN-Ot 02 06(PUBLIC)-PLAN add SCALE 0 f'40' PROPOSED SIDEWALK BY DEVELOPER a DEXISTING AC PAVEMENT CLASS'S'BACKFILL CLASS'&E ACKFILL O HIGH POINT ELEV 249.71 "Q PROPOSED AC PAVEMENT Z Q HI H POINT STA=1 +93.95 I- W PVI STA=14+58 PROPOSED DRIVEWAY o LA h� PVI ELEV=250.50 PVI STA-1716 in 280 - - 280 m PROPOSED CURB INLET PVI -2 .89 = g A.D..D. K=38.73--3,9 2 g a° 165.00'VC 1 z`M"g PROPOSED AREA DRAIN OR DITCH INLET 9 K=20.30 ?yg n� Z LOW POINT El EV=240.00 s a J 1 LOW POINT ST A-18+96.37 80.00'VC 1 z�¢-' w N ti H u PVI STA 12+00 STOW SEWO NOTES' PVI STA= 8+52.40 ti w Q PVI ELEV=242.20 N 255 w - 255 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" w n ,� N Z A.D. 2.19 PVI STA-11 12.20 PVC WITH A MINIMUM SLOPE OF 0.0200 LATERAL N A.D.=6.40 w + w T v ¢0 K= 1.98 PVI ELEV=2 1,10 CONNECTIONS TO MAIN SEWER LINE TO SE MADE WITH Q = N O N w ¢�Q Q 1 70.0 VC A.D.=-3.5 LOW POI ELEV=237. Z J O K=1 .53 < > m a ffuu W N a MANUFACTURED TEES I W Z 126. VC "? ro a O II r g?�p ALL 2'x 4'STORM SERVICE CONNECTION MARKERS 70 BE J LL O m K=20.0 LOW POI STA=10+25.5 z + m PROPOSED ROAD II �+ O p PVI =10+99.20 COLOR CODED WHITE. o O (!3 250 - r ¢ N m w w 76.00' pVl E EV=237.45 ' � 250 CO - .-__\ 5_ Q + A D.=5.55 BACKFILL NOTE N V) O -1 48ga _ 1i _ �d PIPES UNDER PAVED SURFACES REWIRE GRANULAR \ a N O N -6.13 v a BACKFILL FOR PIPES OUTSIDE PAVEMENT,NA71W 0 o7 CC. ___- FCJE08T RUNE 2'\ I c� U ,v� a 34• VC "3 BACKflLL IS PERMITTED,UNLESS OTHERWISE NOTED. Q z O Val a + m / G l �V r ur or zoo THE CONTRACTOR SHALL FIELD VERIFY THE SIZ& Q O C7 / 3 v .o '�+$$ LOCA71ON& DEPTH OF EVS71NG U71LI77ES PRIOR TO LLI �: ~ 245 O1 N / ^ = a 245 CONSTRUCTION. W z Z O p5w 'W/�- PROPOSED 0 1c°3�i +� rm ,--guy Q O WATERLINE _ CENG NTERLEXISTIINE m L1 TIC�+ N a 1G' TIN O U 8'MIN C NCE GRADE m BETWEEN STORM ' _ �, �o _� STORMLATER4LDATA N _ CROSS NG AND 51.24 L.F.12'wyb SANITTE HP ADS 2a9 a•• w - - - 240 -_-- WATERLINE x-8584 STM SEVy 242.58 L.F.1 PV6 _ m 2� LOT D.S. DIST.FROM INV.EL.O INV.EL. DEPTH �, �, 19 1 71.98 L.F.17 ---- PROPOSED ROAD.// NO. MH D.S.MH LENGTH MAINLINE 0 PLUG S-GPE O PLUG 0.0096 -0.0064 NTTITE 51.74 L.F.1112'PVO SANITTE HIP LIN GRADE S ;; ;; _ 0-3034 STM SEW 96.1 1 05A 0.0' 49.2' 240.39 241.37 0.0200 12 11 =II. 48. L.F.12'PVC - 2 04A 41.4' 40.1' 24034 24210 0.0440 4.6 a z 0,0075 STM SEW I 3 04A 44.0' 39.0' 240.47 24282 0.0603 50 G1th S LN-OB SDW- S- I 4 06A 9.9' 36.8' 240.93 244.47 0.0961 5.0 235 - - 11 235 5 06A 64.1' 44.0' 241.23 245.24 0.0912 50 z 9 e• o ° ------ _ 6 06A 164.0' 44.0' 241.44 245.30 0.0877 50 �• - - g ---- g ------------ ----- m 3 d ------ ------ - -yam--_ ----- I I 161.0015. L.F.12'PV 7 068 18.4' 46.5' 24252 244.03 0.0578 50 3 u �I ------ -------- 1 __ C-00 STM SEW KA 40.9' 26.0' 24274 244.01 0.0487 4.7 g 102 =`o ---- _ ----+1 -- O' E ISTNG ---- --- ----- -----� �_�--- - -- 227.5' 26.0' 242.11 242.81 0.0269 50__--- - _ITARY S --- - ---- - 187.0' 26.0' 241.89 24381 0.0738 50 230 - WJ Z w STING Z 230 1238' 26,0' 241.22 243.99 0.1066 50 FARY u¢ 835' 26.0' 241.33 244.16 0.103850 r S N r $,� L �? EWER m a 21.1' 26.6' 240.30 242.41 0.0793 50 anD " N N a J r% ' N a p� oJ� NOTE: LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE Wm N -spQ�jV ��r �° Y mm 7 f°�Nt� .N mh01Nr N N V OipZ pp II fOhZZ ZZ pN g m r a01aZ m II 03r q N013�II 3 NQ �N07?7 II Cf0 /�Ic�'I,` 037 rr,� YJ II 00�7J�1 ��55``II +0 II�. ++DDD + OII y�Fu mND❑ II E. +o DO+DOpj c Wry I(A5 pr'�OWNN2.fA Qm�ppN_5 ��mmm E.N7 Or YN�m� srNm Uls NrfAWNINI��N 5 QOC°J ?O QQim°JZZ = OI 40 =0.Q OOZJ ??O =� JZ?O =Q 10J40 =Qm JZZ �Q QOWJ O w ww �n�nvwww www 1990085 www fm wWww 2ggwww � ��n�www_ fin ggw w PUBLIC CATCH BASNDATA o+2 IVF + FIV D '+�LVLV O +++� FLVN DH �.a[V 0 ++�_ IV D +�atVN O ++M [V no¢ occn !r m o¢rr m�u iii 0Or¢ (0 ¢air m�iT A-¢�� N�;trrrrr m�°�rioa¢ TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 1 SO GB 2AT CG-30 10+36'40 237.73 - 234.01 0.0766 20.1 LF 1585'LT 10"C-900 SO CB 2A2 CG-2 10+43.55 15.23'RT 238.12 - 232.52 0.0260 109 C-900 STREET A'(PUBLIC)/SDLN-01,02 06(PUBLIC)-PRORLE CONSTRUCTION NOTES SD C8 4A7 CG-2 13+31.18 20.9 LF 246.67 - 243.11 0.1608 SCALE If T-40'4f-2' 14.00 RT 10 C-900 O INSTALL COMMERCIAL DRIVEWAY PER COT DTL 143. SAi CG-2 1SO 2+49.80 24389 - 240,16 0.0050 29'8 LF OR 14.00'RT 10"C-900 OINSTALL RESIDENTIAL DRIVEWAY PER COT DTL 141,TYPICAL. SD CS 6C1 CG-2 17+06.21 246.78 243.00 242.91 0.0367 10.9 LF g 14.00'LT 12"C-900 INSTALL CONTINUOUS O RESI DENTAL DRIVEWAY OOT DTL 1VEWAY 41. SO BETWEEN LOTS PER SO AD 6C2 AREA 17+06.66 24633- - 243.73 0.0283 25.8 LF RECORD DRAWINGS DRAIN 10+3 LT 10,.82 2 LF �1 OLSON WOODS SD Lg 7A7 CG-2 16.379 RT 247.68 244.21 244.06 0.0596 12"C-900 No. DATE 4/20/201 6 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION 50 CB 7A2 CG-2 19�5•sl 24790 - 244.78 0.0168 'C-00 IVPs •REPRESENTS GUTTER ELEVA71ON AT CATCH BASIN RIM. AS BUILT Slr�t 10 of 18 LEGEND 0 PROPOSED EASEMENT LINE o 0 PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY 3 0 m a PROPOSED LOT LINE Jg m a -- BOUNDARY NE w u m ® a a 2 PROPOSED CONCRETE RETAINING WALL 5 W.BLUE HEI N PLACE OCOODOCCOCOO OCOD PROPOSED ROCKERY RETAINING WALL Z soc a s Q IAie I E Till 2 L] —o—o—o—o— PROPOSED WATER QUALITY FENCE O — — PROPOSED TREE FENCE Z va * I e04A)52C I 5 10 - PROPOSED CURB AND GUTTER rn y+> r-------- -------- a esss4Azu es4Azssc� -� Lorzz wru F1 w ------ I n -- -i .-... _ -3-. -------- —N— QCT "BLUE HEiONPAR K" w y ; $.W TRANQUIL LANE / TE PROPOSED STORM LINE AND MANHOLE Z R QUAL .Y W TRANQUIL LANE "ss0"A13 NTIO' p04A257 O ---- 3 :- 5D C8 08A —0 PROPOSED SANITARY LINE AND MANHOLE a y{I =� Y � • �W • DSV x �� '!CO PROPOSED WATERLINE AND VALVE -. ••- -.., 72 00 13+00 73+,50 ---------- j i ---- , PROPOSED SAWCUT LINE n __—__—__ � � JIUCA757WQ �' I a �zB3c k $D MH 066 GRAPHIC SCALE , MH a tsae04A255 SD MH 03D EXISTING SIDEWALK ] I c eo4033� 8 w 7 1 4 a 1I 1 wis 00403350 —336C 13 PROPOSED SIDEWALK BY HOMEBUILDER IN FEET) --------�- - PROPOSED SIDEWALK BY DEVELOPER J¢ •� I > SW TRANOUL LANE(PUBLIC)/WATLR M-PLAN TRACT'C' (PRVATE)/SDLN-03(PUBLIC)-PLAN D EXISTING AC PAVEMENT 8041&k f-4o' SCALER f•40' PROPOSED AC PAVEMENT PROPOSED DRIVEWAY W Z ® PROPOSED CURB INLET J � PROPOSED AREA DRAIN OR DITCH INLET 1L CLASS'B'BA KFILL CLA SS'B'BACKFILL Q a PVI STA-10+69.07 CONSTRUCTION NOTES PV ELEV=245.86 PVI STA 11+04 A.D.=-4.85 L O CURB END OF STREET NTH STANDARD `L 1 CURB, SEE COT DETAIL#125. y� PVI ELEV 253.14 y K=12.38 J O A.D.- 2.63 N Z I I w W 285 K=1f.80 286 255 3 g 60.00'VC > 255 Q O Z 6L J O � O w a p 40.00'VC LOW�1,'IN INT ELEV=24.51 �'' "+' m J E w LOWco T STA-10+3.26 o 9 O a cq STA=10+29 y 7 o o ° a I STA=12+27. STORM SEWER NOTES p vN o 280 cq LEV-247.14 280 250 m w z PVI ELEV=234. 250Z ± N A.D.=11.57 m + a m A.D.--8.16 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" V Z O Q V1 ui v K=2.59 o N ro K=12.28 PVC WITH A MINIMUM SLOPE OF 0.0200. LITERAL o iti Fav CONNECTIONS TO MAIN SEWER LINE TO SE MADE WITH S ti o 130.00'VC I Q 100.00'VC MANUFACTURED TEES. ~ V Z Z O N J O -, t(iijj lu z F ALL 27x 4'STORM SERVICE CONNECTION MARKERS TO BE Q 0 H U U v 266 v, m N COLOR CODED RIE. V1 d O U I 266 245 n 245 W v WATERLINE n a� BACKFILL NOTE o+ v 3$^ PIPES UNDER PAVED SURFACES REQUIRE GRANULAR /j N T S cv BACKFILL FOR PIPES OUTSIDE PAVEMENT.NATIVE C N N E OSTI G- qj �w0' o.^moo BACICFlLL IS PERMITTED.UNLESS OIHERWi$E NOTED. [7 m I� �9S& THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, o o a WATERLI E Bim > y ti LOCATION& DEPTH OF EXISTING UTILITIES PRIOR TO u o: 260 250 240 240 coNsmucnoN. o g PVI STA-13+19.24 PROPOSED RC AD 104. L.F.12'PAG ` �\ I ELEV-221.25 S ENTERDNE O E SANITI P ADS STM SEW A.D.-4.50 �• 9 o S K=13.56 ; N 245 245 235 O. 153 236 PUBLIC CATCH BAM DATA g •Q >r � P POSED TAC TYPE STATION TO ELEV IE IN IE OUT SLOPE 6 . u PIPE = WATERLINE 11+20.16 12.8 IF MI 6'CLEARNCE OPOSED ROAD N SO CB BAi CG-2 1200'LT 24250 - 238.60 0.0727 10•C-900 ma. BETWEEN STORM TERM AND C &LINE GRADE N �I LINE 240 240 230 230 EXISTING O CENTERLINE GRADE aj 235 236 225 ~ 225 6'q of 7 ooa gCIm$p+��e$pWmo t:- 4! ppyMr1(n 3 0 �d? 230 230 220 wZ �r ZZ 0N �NI`Nn°TI'O °4p 20 �� °ANN §�FW =a¢�zzp Z?'o �rBpI� ?oa F wWwW �NmOSSw WWW �NgNw WWF OF 2NNN murk»¢ R-�� 216 �i�nm�oom f7aN�t0mO 1215 12+00 11+00 10+00 10+00 11+00 12+00 13+00 veopee RECORD DRAWINGSOLSONWOODS SW TRANQUIL LANE(PUBLIC)/WA1ERLgVE-PROFILE TRACT'C'(PRIVATE)/ 4(PIBLIC)-MMEN0' SCAT&Fk f-40'VF-2' gCALS HFk f•f-40'40'V f•7 264-004 DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED TV" AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Sheet 11 of 18 LEGEND \" p ---------- PROPOSED EASEMENT LINE o PROPOSED CENTERLINE '°' 7 ( Z , B I Jr 4 I =-I PROPOSED RIGHT-OF-WAY jI I i 3 �• I I ' 'y PROPOSED LOT LINE y a g a e 5 Z I ( :II, I', m - I I , -- BOUNDARY LINE a a$m 7 - _-_-- ^� �,_-- - __----- -J---------- -- -_iI ----- PROPOSED BLOCK RETAINING WALL N n I _ 4 .,. ..,.., --- I e°�• i �' PROPOSED CONCRETE RETAINING WALL z i L]\ , •�,I I �- IPROPOSED ROCKERY RETAINING WALL j J I I 'I • ° _ ° PROPOSED TREE FErl NCE FIR POSED CURB AND GUTTE SS MN •�'-- ----i--•- M 0 PROPOSED STORM INE AND MANHOLE 0 A2 ` 3 � I PROPOSED SANITARY LINE AND MANHOLE w O m 8 I 9 i C 11 ,, `• A I ;�S J '� SS N MN PROPOSED WATER LINE AND VALVE IQ 11 12 13 G PROPOSED SIDEWALK BY HOMEBUILDER - - ---$TREET'A" M PROPOSED SIDEWALK BY DEVELOPER 7 \ Z\ PROPOSED PAVEMENT ��• 1Z� r7•/I i ` /o I �✓',J R�T ,r R� Z � \p� ��. \\\ PROPOSED DRIVEWAY �f�� °��•_~ F� OUA • ,°,_ TAX LOT 4400 1.1 "� - \5\(�� EXISTING PAVEMENT QETfN}�ON I `> 1_ m m 3 c N t \ STORW SEWER N007ES \ .'^ UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO DE 4- = PVC WITH A MINIMUM SLOPE OF 0.0200. LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH MANUFACTURED TEES SSLN-A(PUaV-PLAN I COLOR CODED W1 SERVICE CONNECT ON MARKERS TO BE SCALP k f-47 L- BACKFILL NOTE PIPES UNDER PAVED SURFACES REWIRE GRANULAR 8ACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE GRAPHIC SCALE BACKFILL IS PERMITTED,UNLESS 07HERMSE NOTED. ME CONTRACTOR SHALL FIELD VERIFY THE SIZE LOCATION& DEPTH OF EXIS71NO UTILITIES PRIOR TO CONSTRUCTION. J O IN FEET) ✓7 Z i-h-41 ft- 6L jO 0 0 (7 m SAN TMYLATEW DATA a o LOT D.S. DISTYROM INY.EL® INV.EL DEPTH 0 NO. MH D.S.MN LENGTH MAINLINE ®PLUG SLOPE ®PLUG z O }4 O 1 AlAf 195.0 29.2 23242 236.80 0.1500 6.00 Q ?� F Z2 Al 141.6 45.5 131.59 13&91 0.1609 6.00 z Z z LL 0 3 A2 875 59.1 238.35 242.82 00756 6.00 J Q O 0 008 a 4 A2 148.4 44.9 23&69 243.20 0.1004 6.00 O +g 5 A3 11.8 33.5 239.11 244.00 0.1460 6.00 1n d O U 260 a F Z _ - - 260 6 A3 109.6 38.2 240.78 244.58 0.0995 6.00 m w 7_ - - 7 A4 89.1 37.8 23355 141.87 0.2201 6.00 --_ 8 A4 117.4 32.6 233.72 240.89 0.2199 6.00 -_____--- ------ - i'i i'i - ' 9 A4 40.5 31.6 23341 242.70 0.2940 6.00 10 A3 119.5 31.4 240.95 24270 0.0557 6.00 0 o a z 245 - - 245 11 A3 61.6 34.2 239.79 243.40 0.1056 6.00 '--__ 12 A3 21.4 36.1 239.2824358 01191 6.00 g w 8"WATERLIN ---_ -_ 13 A2 65.8 10.1 238.23 241.19 0.2931 6.00 12 SDLN-06 - ----- 4400 A 135.6 28.0 231.21 236.01 0.1714 6.00 $' 9 = o 12'S'LN-04 NOTE: LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE '� 3 >; �'. 124.4 L.F, --------- m u p 240 3 I 6- s= 0.0055 WATSU E CONSTRUCTION N07ES r 34 8N EVV 8'PVC D- 4 CONNECT TO EXIST 24"WATERLINE WITH HOT TAP,INSTALL 8" S SAN SEW - O GATE VALVE TO SOUTH,ST STA 9+99.21,18.67'LT(STREET A),SEE COT DETAIL 503,575. " � --- it OO INSTALL 1-22.5°BEND W/RE STRAINT JOINT,ST STA 12+07.96, 0.3'LT(STREET A).236 __________ _ 5 ___________ Li --- --- ---------------------- INSTALL '-11.25°BEND W/RESTRAINT JOINT,ST STA ------------- ------- - '' 3 12+78.75,,1.58'RT(STREET A). --- ------------- - ----------- - ------------- ------------ - ----� ----- - - i QINSTALL S"-22.5`BEND W/RESTRAINT JOINT.ST STA- ------- --__________ __ -- _ ' ¢' 13+97.54, ------------------- 230 $N 230 O INSTALL+59.29,8.00'RT(ST EET ARESTRAINT JOINT,ST STA 1 m m a y m i3 m m INSTALL 8"TEE AND 3-8"GATE VALVES,ST STA 16+35.73,S.d RT (STREET A),SEE COT DETAIL 503,575. o m wco in O INSTALL 2"BLOWOFF,ST STA 17+09.21,8.0'RT(STREET A),SEE a m a.-.rrl rcmv COT DETAIL 570. 225 �,m F ¢ II ~5 II ~ 5 II r✓~m m <�i1 II ~ 225 INSTALL FIRE HYDRANT ASSEMBLY,ST STA 13+38.43, = w?O 7: 00 =Nw�O?O x�$$,wZOzz =$w�0 ® 14.0'RT(STREET A),SEE COT DETAIL 542. N Www m�� ww �a�wwww Nm6o2wwww (D F(0 ¢FF F+µcc uo ama W+µµµccµµµmho mm m,w',,¢11++++mmacaao co ¢FF O REMOVE EXISTING PHASE BREAK,CONNECT TO EXIST 8" o y N y N _m Q p Q t41 �i Q Q Q �ii a,6,O m a m m m WATERLINE,ST STA 11+29.44,9.7'LT(TRANQUIL AVE). g +� O INSTALL 1"CARV,PER COT DETAIL#590,ST STA 14+93.95,14.0 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 FIT(STREET A). pmjw IJ INSTALL 8"x6"TEE,ST STA 13+34.64,3.16'RT(STREET A). OLSON WOODS 0 X DEFLCT SSLN-A(PUBLIC)-PROFILE RECORD DRAWINGS j2 STOORMLINEO DLON 02 @B TA 1V0+39.66.E UNDERNEATH 264-004 SCAL6'Tf P-40'vi-4 Type DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED I3 AFTER WATERLINE TESTING,CONNECT NEW WATER METER/ AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION SERVICE TO EXISTING HOME.EXISTING SERVICE UNE TO STAY greet IN SERVICE DURING CONSTRUCTION. 12a of 18 LEGEND 0 PROPOSED EASEMENT LINE o 0 PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY 3 0 m a — — PROPOSED LOT LINE w i —— BOUNDARY LINE R?rc m PROPOSED BLOCK RETAINING WALL a w °a t PROPOSED CONCRETE RETAINING WALL Z Ll • & A �� O�_ \ PROPOSED ROCKERY RETAINING WALL O PROPOSED WATER QUALITY FENCE ,, •( 0 v —_—_—•—•— PROPOSED TREE FENCE Z '�,�•� '" ✓{paQ�P \ p��0/ PROPOSED CURB AND GUTTERrl Q w PROPOSED STORMLINE AND MANHOLE PROPOSED SANITARY LINE AND MANHOLE w O ^�CO PROPOSED WATER UNE AND VALVE PL 'a PROPOSED SIDEWALK BY HOMEBUILDER i PROPOSED SIDEWALK BY DEVELOPER yJi N Lj PROPOSED PAVEMENT �-? w w O h PROPOSED DRIVEWAY f/'�Jtl JU o SSL"(PumIC)-PLAN EXISTING PAVEMENT j SCALE,HT-40' STM SEMER NOTES UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4- PVC Wi7H A MINIMUM SLOPE OF 0.0200. LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH MANUFACTURED TEES. ALL 27x 4'STORM SERVICE CONNECTION MARKERS TO SE COLOR CODED W 17E BACKFILL NOTE: GRAPHIC SCALE PIPES UNDER PAVED SURFACES REQUIRE GRANULAR BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE BACKFILL IS PERMITTED,UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION& DEPTH OF EXISTING UTILITIES PRIOR TO Ljj Z (IN FEET) CONSTRUCTION. J O Z 250 ft. 6L v7 O 0 C7 � m � a No Ln 245 - -- Z O Z ii J Q O (A d O U zoo 12"E OLN-03 J _ aoa � 235 rS o m 99.10 L.F. S=0.0050 9 = J N 2 $"PVC D-3034 SAN SEW °p 3 =' CI 230 pO g o rr a x° > N b m❑ a �qz Qa 8 N Oy ¢ �C)NG �NZZ 225 �j =m CIO I Il o m w?O N o WATERM CONSTRUC1iCNV LAMES m g w w QN m g't't 5 INSTALL 8'-11.25`BEND W/RESTRAINT JOINT,ST STA F v+i m a H F '0 O 10+10.70,7.29'RT(TRACT C). 8 11, e 8 y y 8 m N a m O INSTALL 8"-11.25 BEND W/RESTRAINT JOINT,ST STA —a'q 2 11+12.77,5.98'RT(TRACT C). 1+00 2+00 OINSTALL 2"BLOWOFF,ST STA 11+33.58,6.0'RT(TRACT C),SEE COT DETAIL 570. SSLN-B(PUK0-PROPU SCALE T-40'WT-4' RECORD DRAWINGS plo�ON WOODS No. DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION TV" AS BUILT Sleet 12b Of 18 Q GENERAL SIGNING NOTES: � y 1)ContraGwshall suppyaMlmlagall sgns,and is msponsibIs for staling sign lom#ans andobtaiain utilly Mrrco TANaaaa � R.wmwa.a wN.wpx °' uP.aNm,xw nw.arae..aagx.� ae°esuw edwl.ux iy o IOzKStorMskWsgnlamfbns.Sig.shall a I—Wps,Watlsgn kxaan a•as sawn on plans. 2 Ad soft Mail mkono to the kI mUniormTSConhdDavims and be CafsPermanent "u' i As*w. wANv,.saT.n.etln�asaN smaW _ i GRAPHaIo C SCALE SgMngLegnd. Nz o?y h$ m4)Pmts.Aminimmoflinx2inxlgggalanized UnMWTes*ml2gape*.tedpostso pedequvbntsalyuedSign combination arMmimimmsgautin aghfsa#defmre q�, brgft Sgn pwtsandanchmsanbelrodelledper TypkalSgnlnstalletion Deb#:Abonier4pedpost •o"w�xa+°Mso.°a xal stl.e�srva maswv+o.l«+e'awban CiiY OF TIGARD STANDARDS: aGw"w.x...Nws'1w..-a...IN.,Nae°VeeO 7'•ALL BLANK o %�•- ,,c-/ \ ([N FEET) sanbe used unless pdorapprovalofbe a way Trafic Engineer sobbmed. ^rn. sp.aa m.esiR.x,W.sm"mmz.�N.ym vwsq,sm. �C A r.IN FEE ft- 6) t. Cj TI� n.sxxWum..c,..wxns•Lawa.a..ux".srWe.u.°a 6'UPPER CASE LETTER 6)Sgnng mabml -r. 4'LOWER CASE LETTER -'` A)HnlmumrsbwfiesWtfAq elssa#meefMUTCDtMla2A3 sW Taylor s< j B)Muumumsheebng4WSallbeASTM111Pdsm Uc `v O C)FluaasmntYegox`9resnsallaused/orsdroolrebtedsgre SW 9Oth Ave TT eswN) N mree,wewslRroawa.ama.m ava.wlompa�uxu —.•-_-_e - `�"` n - �)Poun„wxe 4axxxlroN°maa,a wdnwewA.e",ae.R,w°aaa,cP F1 Z sW Taylor sr •°Toamwaw xwn)mwWe mm aamNawxx AL UT STREET dawATV \ 1 5 O PERMANENT SIGNING LEGEND °1 pre4uieegrs. T rxv ® S N QRemv✓aE"Ietlnasgn(M •'�aa: A:„w°!weix�.w..nw SW 90Th Ave 1 „�tl..-�eu", 1 I M I a "CURL ACRES" RmwveEmxro Sian MlAmfM)sgnsgPon swerenpiw,w.,.ra,a.em"w:aeMwmelNY.s ; ___ I QI Z s e• G1AtlmmmmespnxK xdxOVxroxwpt fiYleoM.Ax�1 Ox __sI 7-1,1 SW Teylor Sf roLM+w:alemreA#4-urmbm fab udlAn°"myxwa - yy , I LOTS Aw.awx,.,wew. u.+Nx: wY'My elncicz aGgn(N)On Nrx(M)Sgn SUPpwf ITT ( w _ NOTE,MOUNT SIGN AT SW JO;Ave-f1 45 DEGREE ANGLETO we aetw N Aeh w °1i' e \ ; CURB LINE. W)sn.Swvbi awe Tivaee.awwGix. '^a _7 ,( fUJJr I /eeve EaeanaGgM)And il 12"egn5uA dN" �+ l xOusE DESIGNATED BY PLANNO PARKING SIGN"AS1RE_Ewsnasgo(N)GONe miS%n3uppex Y ✓ 1 Iy� O O EMfts,n(m—m-t- ANYTIME Irubtl Newegn M)Arla Reinebtlpq Sgn SLpp°rl : ax°,e P ®seveEM.sEntr(Wsl nfs-pp < << aM� rin°Br TYPICAL SIGN INSTALLATION _ y� > AfabxalS PeMretea Sawre&eekeweyafe& Hrs J, 2 S - ((�1``++��b'RYS PERMANENT ,AT 13 °� TeE IxTaRGEcrax tip/RARY SEWEREASEMENT SP•SgnelPob GbiMxa s-Lhmp TYPICALSIGNLOCATIONS ' MEM N0.95ATa2164 sL=sbinr�sNW CRAwmso.arumrc dm• •9jp P! xrs — — — Imo` F(D TOW AWAY r ---- - I ZONE WASHINGTON COUNTY WASHINGTON COUNTY----- {tIY I� VIEFAFTNENT OF PERMANENT SIGNING LEGEND s I T..FrD.s A STREET NAME SIGNS I 12- NEEF GRs�a'froxusa 9 uxc sernox .I v "� '� o s v wits/t4 sero xeL>E enLcnve ogre: PI.Or P.AI/u/14 5:5R IRLLYE oATe. x.co. INSTALL PER TYPICAL SIGN coo aslo.owc 3/13/14 w6510 �;yS11 vw EPS"" 3/13/14 W"z 6511 S INSTALLATION, SHT 16. 2 , — — — -------------��_ S.W BLUEHE&NPLAC ------ ;/ _ � FINISHED GRADE .p" OR SIDEWALK r� __ I x2 )Y 2r - 10 a' _ ATE xEREro xro zD- MIN " S `<'' TIO�:TM LOT. I wry z N 4"P �— o TYP n'MIN: ------/- ' \ °BLUE HERON PARK" �� O LANYTIME ANYTIME ANYTIME 1 --- �'r Q L Tawawar rowawAr ruwnrur rowAwAr - a ,� R^FIT 2 I---- . , _ QDo OSEE Posr OSSING" � d Ln o NaParhlrgSgns:useCounrysbndardl2'x1B'w#h12'xGTOWAWAY 43PFORT DETAIL I ZONElider.When ani Me aPpred,sgre at bath en dmble zorxr she#have _______ W sugb arrawspan#rg in the appropriate direction with doubbarroxsm / SIC�1/YG MD SIHPWIG NOTES � � behvesn. I 3 / 2 " / I ) Q 3 ~ S LL 2 INSTALL BARRICADE WITH FUNRE EXTENSION SI(g•!PER GTY Z z Q when nisdIIgnsaratoa45°to roadway 45°brackets are aaepbMe o 1, MATERIALS: -- - , O IN 11LL B STREET BARRICADE DETAIL 192,THIS SHEET. Vt when mountedalowanotibrsgn. o z•x z"x sa•.Iz cA.cALv.PERFORATED STEEL i 4 y 3 � I S � H POST. _ — 1,v I 2 2 1/2"x 2 1/1-X 1R•,12 CA.GALV.PERFORATED I O U 3• I '' N GROUND STEEL STIFFNER POST. <z>INSTALL SIDEWALK BARRICADE LIMIT 21/4"x 2 1/a"K 36 12 Cl CALM.PERI9RATE0d_� N N \ 0 STEEL ANCHOR -------- SPEED SPEED SPEED %•~` III I Y :: z 3/a'%3 1/2'.GALVANIZED HEX HEAD BUILT WITH 1 O LOCK WASHER,OR 5/16•CORNER BOLT. 1 I LL 35 35 aIQ' 35 O 7/15•X 5•:GALVANIZED CARRIAGE WTi FLAT ANDit ,2 a " L L OCK WASHER 2 BOLTS PER RAIL PER POST TIT J LL CR055RAILS WITH REFLECTORIZED RED AND I WHITE CROSS RAILS. I - SpeedSiga:24'x30'on kualMsMIMd sghborhood-W I� d _ .. 30'x3ranavlhdnMdsdealmads ° 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DENCES t) , v Taworo L1Mlrsan bBUSedMS nSW#hln FOR STREETS AND HIGHWAYS AND THE OREGON I C W x N m any peadsg M - SUPPLEMENT _ X ° 7 7 I .� 3 ._ •ti ti ss IimibaMfara#aMoolspeedzones. p 3F-1 BARRICADESL • g i = N v GC-B BARRICADE DESIGN - li /°� I See MUTCDR2-land OR2-lhreigndatails. GC-9 BARRICADE APPLICATION ° POST SUPPORT DIITAL 3. ALL MATERIALS AND YWRKMANSHIP SHALL 8E IN I I ACCORDANCE Al LH THE CURRENT 5TATE OF OREGON STANDARD SPECIFICATONB FOR HIGHWAY CONSTRUCTION I B C BARRICADE FOR SIDEWALK IS SIMILAR. I S 10 1 2 1 � 'I WABHI ENTON COUNTY "ASP11AAT""w'xAND u'E s NO PARKING AND SPEED SIGNS - xenter" �°E xue E p GtxEENxGSErnax STRW �i /n/N eatP Fromencmva oATe: 3/13/14 .CO.x 6512 B��E �9Q o o __—__—__—__ •__—__ - 1UILLANE I,SW� � � i I 9 xr r 1 PERMANENT SIGNING LEGEND s z 4 =xl 12• � 12.1WLLr1 w�oTc � I STOP3D'EX TOZONEAY gT 1SIDED CEDWN� 21SIEADH 2-EACH FQINOPECAI 1SIDEDI� IDMIELORWDSIGN2-EACH SIGN 1 SIGN O (598*0 W SIGN O 2 1 24" 24"—I I`24'—I I—24°—I SW WALNUT ST 7 STREET"A" 7 SW TRANQUIL LN TRACT"B" J7 RECORD ®�/\\/\/I I�� No. 2 SIDED 2 SIDED 7 2 SIDED (PRIVATE) DRAWINGS r 1 V OLION WOODS 1 -EACH SIGN O 3-EACH SON O EACH SIGN O 2 SIDED EACH SIGN O 264-004 DATE 4/20/201 6 THESE RECORD DRAWINGS HAVE BEEN PREPARED type BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT Sheet 13 Of 18 6 O O c� O N M^a O © TURN LANE O f 12" O '{ `2' �20 -5' NOTES: a m� 12 �iT 121 �-- -1 �12' CENTER IN 1 I I� ; CENTTURNER IN `� `� , 1 —OLS 1.LOCATE STOP BARS 10'BACK OF THE EXTENDED FOG LINE, Z OPTIONAL &MIN./10'MAX. 1 1Y" rf T EDGE OF PAVEMENT,OR CURB FACE.VERIFY SIGHT DISTANCE. OPTIONAL) I f — 6j -� L�C140" 6' MIN 2.LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR VARIES 15' BEGINNING 11 1_ I�OF FULL WIDTH 1 5'BACK OF EXTENDED FOGLINE,EDGE OF PAVEMENT OR BEGINNING OF FULL LANE WIDTH VARIES� 15' I OF TURN LANE -\1 6" (TYP.) CURB FACE. RIGHTTURN LANE MARKINGS-ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE 120 mi WHITE CROSSWALK-CROSSWALK SHALL BE 120 m1 WHITE `�'25' I 35' 3.REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED W rl on IN THE FIELD.STRIPING SHALL BE REMOVED AS DIRECTED 120 mi WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL. THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL.USE ADDITIONAL THERMOPLASTIC PAVEMENT MARKING MATERIAL.SEE NOTE 2. BY THE ENGINEER. w USE ADDITIONAL ARROW AT THE MIDPOINT WHEN THE TURN LANE IS OVER 400 FT. ARROW ATTHE MIDPOINT WHEN THE TURN LANE IS OVER 400 FT. NARROW RAILROAD CROSSING-LEGEND SHALL BE 120 nil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL SEE NOTE 8. 4-ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL p BE INSTALLED AS PER SECTION 00650 OF THE OREGON a OE FG ){ MIN.3 PLACED ON TOP 24'* STANDARD SPECIFICATIONS FOR HWY.CONSTUCTION. O 20'--I I �` 20' O L' f'(' O OF CURB @ 2'SPACING 5.ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST p CENTER IN 24'� .I12.� �( I �, A �,_.{I 10" CURRENT ODOT SPECIFICATION.COPIES OF THE MATERIALS I o'Q W W c�`z 12"MIN J/� �T TURN LANE �� ,pD f I-^ ^� 4"�� SPECIFICATIONS ARE AVAILABLE FROM: a w ti= OPTIONAL D IIS BEGINNING 3T8" eAz p m ENGINEER OF MATERIALS AND RESEARCH �e0b �� 1 OF FULL WIDTH 1 `V A HWY.MATERIALS LABORATORY f VARIES- - 15' -f RAISED MEDIAN PAVMT. 600 AIRPORT ROAD S.E. c�2 a W o vwi OF TURN LANE O 1 R * was Q_ OF YIELD SIGN SALEM,OR 97310 0 m g w o O m 4"YELLOW THRU AND TURN LANE MARKINGS-ELONGATED TURN AND THRU ARROWS SHALL BE m m m! (503)986.3100 W W w w ti STOP HERE Y Jl STRIPE 6 w o Q 120 di WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL. O Q E BI-DIRECTIONAL TYPE I 6.THE ENGINEER MUST OBTAIN AUTHORIZATION FOR m g STOP BAR-SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING FOR PED SIGN YELLOW MARKERS(TYP.) A A PLACEMENT OF"RAILROAD CROSSING"MARKINGS PRIOR TO USE ADDITIONAL ARROW AT THE MID POINT WHEN THE LANE IS OVER 400 FT. OR22-25 RAISED MEDIAN STRIPE-,'YELLOW UNE WITH 4'YELLOW B4DIRECTIONAL TYPE I PLAN APPROVAL.AUTHORIZATION SHALL BE OBTAINED FROM MATERIAL,SEE NOTE 1. TYPICAL YIELD LANE-THERMOPLASTIC INSTALLATION. REFLECTORS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. O O O —THRU TRAFFIC SIDE x i-�2a��?a�-{ 7.FOR SCHOOL ZONE STENCILS,USE COOT DETAIL'SCHOOL'& VARIES(4'TO zs') 1 40 40 'X-ING',AS NEEDED,IN 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL VERIFY LOCATIONS& THRU TRAFFIC SIDE 20 + 2•SPACE W m e' m 10�` m — m 15 �` m STENCILS WITH COUNTY TRAFFIC ENGINEERING.WHEN BOTH 2"SPACE m m m \ � \ \`� ARE USED,SPACING IS 32 FEET. 4• -/- � \� �- r �p. i 201 4" m m- + ID > m�12"MAX. m q THRU TRAFFIC SIDE J T8.ALL HE GRT TH BOUNDARY. BE THERMOPLASTIC WITHIN -�4. 4"SPACE THE URBAN GROWTH BOUNDARY. -� 4'� 2•SPACE T THRU TRAFFIC SIDE 2" 9.FOR DIAGONAL MARKERS,USE'PREMARK IN-LANE RUMBLE 4t BARS'BY FLINT TRADING INC.,OR EQUIVALENT. U MEDIAN NOSE•TW04"YELLOW LINES WITH BI•DIRECT10NALYELLOWTYPE I DIAGONAL MARKERS-,"YELLOW OR TWO WAY LEFT TURN STRIPE-4'YELLOW LINES WITH 4"YELLOW BI-DIRECTIONAL TURN LANE UNE-8'WHITE UNE WITH C WHITE MONO-DIRECTIONAL TYPE I REFLECTORS.IF TOTAL WIDTH BETWEEN STRIPES IS LESS THAN 16'THEN INSTALL WHITE RUMBLE BARS. V2'THICK BASE TYPE I REFLECTORS.USE ELONGATED ARROWS FOR LEFT TURN ARROWS. REFLECTORS. 1'THICK BAR J ONLY ONE LINE OF REFLECTORS. CENTER BETIMM LANE LINES A-A X SUBSCRIPT FOR PAVEMENT MARKING. Z DENOTES OM NO O X © (W)WHITECOLOR.(Y)YELLOW OR 'Q 3 J O O aL+ Q 0 2 T SPACE 40' 40' 4"SPACE *LANE MARKING DIMENSION LOCATION (n m CC 7101— 40' 40' 4�� F--40'�D 40'�� VARIES - �� AT PE OF STRIPING UNLESS NOTED W O m m m EDGE OF PAVEMENT ID ID ID 0 N T OTHERWISE. 0 vi p } izi THRU TRAFFIC SIDE L THRU TRAFFIC SIDE 4� 4'J 4"SPACE Q Z 0 F �I I 4'SPACE 5 15 SPACING TYR. d Z - � O O BROKEN CENTER LINE-4 YELLOW LINE WITH 4'YELLOW BI-DIRECTIONAL TYPE I MEDIAN STRIPE-TW04'YELLOW LINES WITH,'YELLOW BI-DIRECTIONAL TYPE I EDGE LINE-4'YELLOW OR WHITE LINE AS SHOWN ON PLM!& CENTERLINES-TWO 4"YELLOW LINES WITH 4'YELLOW ~ �3 ~ N O U REFLECTORS. REFLECTORS. BI-DIRECTIONAL TYPE I REFLECTORS. 111 ® ® O O O LU TRAFFIC FLOW LU N I VARIES F B o o LL 10' 30 10 r 4� O O 4'-8"MIN ~ S. �' LU w o z 6"c —I 2'I— —i 2'I— I LL th th 25" i� 40• LU 6 zi 3 ' 15�I 8 } 6" O� 3 -o = -3 TRAFFIC FLOWm u d 4 .. BIKE LANE LINE-8'WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WHITS OR YELLOW LINE.WIDTH .N � .� - BIKE LANE DOTTED LINE-8'WHITE LINE. AND COLOR SAME AS LINE BEING EXTENDED.SHALL BE 120 mil THERMOPLASTIC BICYCLE LANE MARKING-SHALL BE 90 mil WHITE PREFORMED HIGH SKID o 6 A i s UNE LINE•4'WHITE LINE WITH P WHITE MONO-DIRECTIONAL TYPE I REFLECTORS. PAVEMENT MARKING MATERIALS THERMOPLASTIC PAVEMENT MARKING MATERIAL. 06 LU 3 FT.MIN.TO 5 FT.MAX. O (ADJUST SPACING TO Z= VARIES MISS WHEELTRACKS) VARIES — -241N , O Z 0Oy O 5'MIN O— O 4i i ��0w 45° 2�03W s _2 MIN 4A¢z w 10 FT.(6 FT MIN.)J 40 U STAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 mil WHITE HIGH SKID BIKE LANE LINES-ONE 6"WHITE LINE B ONE 4"WHITE LINE WITH A THERMOPLASTIC PAVEMENT MARKING MATERIAL. W WHITE 45 DIAGONAL LINE AT 40'INTERVALS. r O J a >: RECORD DRAWINGS P%LS No. ON WOODS DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON RELD OBSERVATION AND SURVEYED INFORMATION Type AS BUILT Sheet 14 of 18 6 O O r O STOP 5113N LOCATION (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK o m o CURB JOINT DRAINAGE BLOCKOUT PERMANENT SIGN INSTALLATION) STRIPING SEE STD 3'LD_SCHEDULE d0 'e DETAIL NO,146 5'KINSEE NOTE 5 ROW J I� DWV(ABS OR PVC) PCJPT y t S m m I� -�-I I" s o BAT ER PIPE W/COUPLJNG $ 2% smnwaLK am�a ROAD I"g 1"it - /�-,�\ CURBSIDE ROAD -T 3/{"R 6•�.{ EDGE 'K7 TF Z T II T 1 2' 7Y"i AA'5 GL a 2'OF 3/4"-G'BASEROCK a.MAX. M0 COMPACTS' - 1111E2 8" t _ L] _ - ��DRAINAGE BLOOK67tli s " p TRUNCATED DOME F1 � 3"I.D.SCHEDULE 40 BASE COURSE •" " "" f -- DWV(ABS OR PVC) RETAIL - PIPE W/COUPLINC 24" SIDEWALK ADJACENT TO CURB COMPACTED evBCRADE 4 ry� o E%PAN SIOR w '- PLANTER 5'MIN ROW 9 , ® ° P (TVP) aSTRIP QFL ' 2R 6 O 9� n'RETE TO HAKE A®BEAKING STRENGTH OF 3494 PSI AFTER 7&Pa yS_ � CSO a� (� c�a a 4 / _ a O . of PC Pi ROAD _ _ 6 Ei':'A%5i%JOINTS- mi _ A_ TO BE PROVIDED: g' I)AT EACH POINT OF TANGENCY OF THE NRB. I Q W O W U Q ti 2 OF 3/4'-(" 2)A EACH COLD JOINT. RAMP TEMRE aW �_ COMPACTED BUBGRADE� sASEROCK �G AT COMPACTED SUBGRADE 3)AT EACH SIDE INLET STRUCTURES PATTERN DETAIL PLAN AEW NOTES: 4) EkCH END OFF DRIVEWAYS. 0�2,m 2 ti 5)AT LOCATIONS NECESSARY TO LIMIT SPACING i0 45 FEET U, t�v,W W W LOu SIDEWALK AWAY FROM CURB EXPA BION JOINTSNOTB. MA ERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, ¢Z O O OW I CONCRETE SHALL BE 3000 R.5.1.AFTER 29 DAYS. A. 1) DE PROMCEp. W TH p THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE, 4' 4• AT EACH PgINT OF TAVGEVGT OF THE CURB. p m W O O� 2. PANELS TO BE 5 FEET LONG UNLESS OTH ERWSE SPECIFIED. 2)AT EACH COLD JOINT W]ZL O d CONTRACTION JOINTS: W ] p W 3)AT EACH SIDE OF INLET 3TFNCTURE5. FLUSH ==ROW W 4 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT 4)AT EACH END OF ORIVEWATS, A, SPACING TO BE NOT MORE THAN 15 FEET. m W I g O Q IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5)AT LOCATIONS NEr,EtiSARr TO LIMIT SP ACING T4 45 FEET. H. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. PLACED AT SIDES OF DRIVEWAY APPROACHES.UTILITY VAULTS. WHEELCHAIR RAMPS AND AT 4_ BASE ROCK 2"-d OR 3f4"-a",95M COMPACTION. BASE ROCK SHALL HE TO ' SPACING NOT TO EXCEED 45 FEET 2. TRAVERSE EXPANSION MATERIAL TD BE PRE-MOLDED NDN-EXTRUDED ISUBGRADE OF STREET sI OR 4'IN DEPTH.WHICHEVER IS GREATER_ 4' P.G. CONCRETE WITH A MINUMUM THICKNESS OF 1/2'AND SHALL COVER ENTIRE CROSS cQ4 P a 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB. SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT-3"DIAMETER PIPE. o$o•°p"' V' THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN.1/2'RADIUS. 2" 3/4"-0" AGG.BASEROCK 3- TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3' D.PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED W 71 1 A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A—A OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 78"EACH 510E OF pRAIN ANp REPOVREp Tp FVLL pLPTH OF CURE. NOTEF: A MINIMUM THICKNESS OF 4 INCHES. 4. GGNGRETE BREAKING STRENGTH i0 BE 3009 PSI AFTER 28 DAYS, C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 24' 1, CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 30DO P.S.I. IN 28 DAYS, 6. DRAIN BLGCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK Wi TH 3"DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN, OF 2 FEET AND A MAXIMUM OF 3.0'FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4"DEEP AND RAMP PANELS SHALL BE BE SCHEDULE 40 DWV CABS OR PVC)PIPE AT 2%SLOPE. GDNTRACTION JOINT TO RE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES(SEE NOTE 5 STD DETAIL NO. 126 EDOEC 1 4 SIDES.. OVER PIPE, 6. FOR SUBDIVISIONS AN'S"FOR SANITARY AND A°0"FOR STORK CRAIN SHALL 3. EKE ANSION JOINTS SHALL 3171/2"ASPHALT IMPREGNATED MATERIAL OR EQUAL. 6_ FOR SIIBDH495HON5 AN"5"FOR SANITARY AND A"D'FOR STORM DRAIN SHALL BE STAMPED ON THE 70P OF THE CURE AEOVF THE Ln.TFPaL 4- SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TRQWLEP EDGES ON ALL SIDET.. Z CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 5. COLOR CF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED nY ENGINEER. 6_ SEE STD DETAIL N0. 146 .rrmm�. xo sc.LE _a,n-Tu:uPi' ""'"'m'" No-xALE rm"„rv-aub ""f°'m'” ra sCKE crrY�rem:w. 1R11°'m'" H9 sc<LE NIGHTIE Y.Z1H1RL P.E. ppx�p� YICHKL Y.9TIXiEi Pf. cfryyrg2 YICHIEL Y.SIIXIL Pf. CONCRETE �,.No ems'n STANbARb �.avo oPG NG .� WHEELCHAIR RAMP ' P"•M SIDEWALKIt " ° °Nn CURB a+m CURB 8 GUTTER STANDARD COBWEB Q � ., 120 125 12fi 128 F" 0 As required in N zz Off typical sections > Street Street OF con str.CFl Co LU plans EXISTING DRIVEWAY- LASTING DRIVEWAY- Are❑ N O MATCH WIDTH&GRAPE MATCH WIDTH&CRADE V T-cut see �_ N 0 A R/W UNE A P/W UNE Surfacing note 1� O Q VARIES SEE NOTE 3 e" SEE NOTE 3 Topsail ar as LL p C7 SEE NaTE a directed Basle Material 0 � H_ LL 5'FMIN �2X $H DEWALK 5'MIN �2 NICE WALK - z 1 v- O � � H SEE SEE Q q E o DOc o-a V O U LAND SGAPE NOTE 3 �LPNDSGAPE LANDSCAPE NOTE 3LPND5GME � { H s -I O 9 57RHP SEE NOTE 2 STRIP STRIP SEE NOTE 2 STRIP e c U ... CI U M 0 A _ A 3O'MAX I 30'MAX v E m o o a z 10'MIN IF 1 1U•MIN m_ N U Z o MONUMENT CASE do COVER W EL& Rnv f PLAN Her fav f N ?I Q N 3 v 6" R f B" orf a m M v W 3f4" PROJECTED TOP O 3 y PROJECTED TOP O NOE& z' N OF CURB 2�MAW / OF CURB 21�MAK Y a Q u '^ 1. MONUMENT BONES TO BE OAST IRON©R &" Min bedding m ' Q i B STREET _ O�'l�� STREET e ORJ<T- LOAD 140#1038 OR 1 33A4SUPPLEDEN H EY: below outside Of MIN MIN o o a i > -0r 4F pipe bell 3/4" — Q" EAST JORDAN IRON WORKS,INC crushed aggregate SEE NOTE ND. 4 (PART NUMBER 3680) ao,o as ,� i I_II I' "°�as �� II•_II=-I' 13127 STATE AVE MARYSVLLE WA 98271 2 OF AGGREGATE Z OF AGGREGATE {380)651-61-0.4 2' Min Trench SErTION A—A (3/4"-T) COMPACTED cEL�,ON ASA (3/4'-T) CCMPACTED SALES REP: (503)357-7925 faun dation stobilizatiDn mom Hamm 2 BYTTHEACITY ENGINEERING DEPARTMT BE OVED ENT. If reciJI 1. CONCRETE COMPRESSIVE UTRENGTH SHILL EE A MINUMUM OF 3000 PSI AFTER 28 DAYS. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3040 PSI AFTER 28 DA`r53_ APPROVED FOR ALL STREET CLASSIFICATIONS. `Y MONUMENT TO BE NO DEEPER THAN 6"BELOW NOTE: 4. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. :. CURB JOINT SHALL BE TROWELED NIH A MIN 1/2"RADIUS ALONG BACK OF CURB. FINISH GRADE. 1. 'T-CUT FOR PIPE ONLY PROJECTS 3. EXPANSION &CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED 3. EXPANSION &CONTRACTION JOINTS SHALL BE 1/2"PREMDLDED ASPHALT IMPREGNATED 2. JOINTS TO BE TACK AND BANDED, MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRACE. 'MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 3. SASVCUT SHALL BE TACK COATED WITH BHTUMINUS ASPHALT EMULSION 4. DEFORMED#3 REBAR AT 12" EACH WAY.PLACE 3°CLEAR OF AGCRECATE.TIE ALL BARS. (FOR COMMERCIAL DIRVEWAVS ONLY) crt nrtw,v,p N-0 SCYLE rrtScrenZ_ MCAA.S®E, WMCI: mMICHAEL A.RP.E. NC MME ST�"JHL Pf. NO STANDARD DRIVEWAY COMMryRCIAL TRENCH w/LANDSCAPE STRIPS 141 DRIVEWAY 1A3 Im 17{ BACKIIILL 9CJLE 180 z RECORD DRAWINGS ProO 50N WOODS No. 264-004 DATE 4/20/2018 THESE RECORD DRAWINGS HAVE BEEN PREPARED Type BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT Sheet 15 Of 18 6 O O cD O OUTSIDE OF g WITHIN I S o m a 7'-0'—)I 6`-G- N C PAVEMENT PA4'EMENT 'm V Exlsn nlc PAVEMENT DIG PUT REPAIR /-SAW CUT OR GRINDING -0"PUE FINISH GRADE 113"cnsr IRON 910 `SIDEWALK a m �V AL4E BOX TOP 16"CAST IRON 910 BOX - ? PROVIDE 24"BY 30"MIN SERVICE LINE DEPTH 12"x20"ROTDCAST METER 60X, IL A�6 - W/12'.20"COVER W/TOUCH A"THICK CONCRETE ___ O PAD(SEE NOTE 4) REAL!HOLE OR EQUAL 0: od ODae vV n °pa e. 1$. R.7 Md oo"o Doo HAND TAMP BACKFILL Z So '�3aOdo�°�`S�a AGGREGATE BASEROCK AROUND TOP SECTION �2..MIAN% SIDEWALK ADJACENT TO CURB N oo�=Peoo7aP oe�90pWc I. III—III— COMPACTED SUBGRADE 2'S0.OPER.NUT 1'SOH,80 STEEL PIPE SHAFT F1 p 4R 1'SOLID STEEL ROU ¢ Ud 6"ASTM 3034 PVC 1/8"MINIMUM 1'_g' O LOCAL STREETS: 6"Max. /4 MAXIMUM 'a CLEARANCE _ _ AG- 6" CLASS"C' ASPHALTIC CONCRETE. OPERATING NUT EXTENSION AB- 4" (1-1/2"-0")AGCRECATE BASEROCK (SEE DETAIL NO.505) •" 30"MIN SERVICE LINE'DEP TH p Z 9R ROGBE GUARD5 31/4"0AMETERPLATE 11 2 Q O U Q 2 AC- 8'CLASS"C"ASPHALTIC CONCRETE / 12'.20'ROTOCAST METER 00X, ti Q cn�'>W W W/HOLE IN CENTER TO W/12-X20"COVER W/TOUCH ACCOMODATE MOVEMENT READ HOLE OR EQUAL OF SHAFT O W W m WWW W u'P' SUPPORT COLLAR WELDED v W Q ti 2 tip Q AC- 9 CLASS"C"ASPHALTIC CONCRETE. 2 1/2"v 2,/2" 3/8'LGNG o SHAFT SIDEWALK WITH PLANTER STRIP AT CURB W w W o W a STEEL FLAT BAR AB- 4"(1-1/2'- 0")AGGREGATE BASEROCK g W 0 O pI,m2K�p IWC ASTM 3034 PVC PIPE mom CUSTOMER SIDE NOTES" 3'x 3'n 3/6"x 2"LONG SURVEYOR TO INSTALL TEMPORARY HUB m W I g O Q \� STEEL SCUARE TUBE AN GUARD STAKE AT LOT LINE FOR /T METER INSTALLATION. 1 1)VALVE BOX NOT TO REST 2-80XE$SET IN CONCRETE SHALL BE SEE PLUMBING CODE ON OPERATING ASSEMBLY. NEXT SIZE LARGER. 1 FOR DEPTH OF 3.CENTER OF METER BOX TO BE OFFSET `COVER 2)OPERATOR EXTENSION 1'FROM PROPERTY LINE. REQUIRED WHEN VALVE NOT 4. FROM METERS WITH SHARED SERVICE IS DEEPER THAN 3 FEET 24" LINE TRENCH SHALL HAVE 18"MINIMUM NOTES FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4"MIN \\ 3 CENTER VALVE 60X ON 5.IF WATER METER IS LOCATED IN 3/4"-0" `METER 1. JOINTS TO HE TACK AND SANDED WITH BITUMINDS ASPHALT EMULSION__ ) SIDEWALK AREA THE BOX S12 WILL BE ROCK ANGLE BALL METER VALVE AXIS OF OPER.NUT. tl �` 17"X35"X12"ROTOCA$T IF TWO METERS MUELLER 824258 2- ASPHALT RACED IN Y!A>,7"UFT$EACH CCMRACIEP T4 47%MIN. ARE BANKED IN SIDEWALK AREA THEN 5/8-X 3 4'X I"OR EQUAL 4)PROVIDE 24"SQUARE BY 4'THICK 1} EXTEND L NUT TO WITHIN IB"OF FINISH GRAOE / CONCRETE PAD AROUND VALVE � 24WHEN VALVE NUT IS DEEPER KHAN 3 FEET FROM DISTANCE BETWEEN ANGLE STOPS WILL BOX OUTSIDE OF PAVED AREAS FINISHED GRADE BE 24'. -SEAMLESS SOFT COPPER ruDlNc AS SHOWN IN CONCRETE PAID DETAIL CONCRETE PAD crrr°e-7 "'�"0 e'- uTvazTwneM ""'�"0•". cararTu;nxM �'m m' NO eCAEE J :aF,T ° Nmnec A saNE R.L. PAVEWENT DIC-OUT PwD wD DDKE s. N°s ASE o o OPERATING NUT SALE ooNE s.x E TYPNAAL GATE Dxe�no. - �_��m= owa No. axcn+®e�u�com_ ,;/4- 4S 1- LEI N oxE.no Q �• ANN. AND REPAIR �� °AwuARr m1I P VALVE 503 A°�o®N. DMnuAK zD11 P EXTENSION 5a� �oN OuwuAxr mll P WATER SERVICE 52� y~"I Z .Nw...o.x ...,wo„b.�,' .,::im,,,..,m, ax'emn�,m," Q O � z p -> o L� " CAST RUN 910 UOXE5 N SIDEWALK ADJACENT TO CURB 16o Q FINISHED GRADE \ T Q 18" BREAK FLANGE SIDEWALK 18"CAST IRON 910 \\\\\\ 4"MAX 0 CS: \\\ B MIN fi'MAX. VALVE BOX TOP ��/// /// 12 MIN G F E D C 19"MAX O 0 (D TYP GATE VALVE HA D TIGHT2"EIR SS LUG Z Ll DRAIN RO �s (SEE DETAIL N0. 503) 2"ADAPTER COPPER H O TAR PAPER(MOISTU SWEAT TO HRT � t= � F 2"COPPER TU:BINC V O U ? 6"DUCTILE IRON PIPE 1. x RESTRAIN ALL JOINTS W/ (TYPICAL) "FIELD LOK"OR EQUAL GASKETS j-111 1 D. we 2" ELL COPPER 6" `S�J 6"MEGALUG RETAINER SLIP GLAND(EBAA IRON) I I I L MAX 0 o a z CONCRETE PIER 6"GATE VALVE I 2" ADAPTER COPPER K J BLOCK FLG.x M:J. - SWEAT TO MIPT - - w M.J.x 6"FLG.TEE MECHANICAL FIELD RESTRAINT CONCRETE PIER BLOCK SIDEWALK WITH PLANTER z0' REQUIRED \12"TAPPED m $ 3 STRIP AT CURB O TYTON JOINT PLUG OR M 9 �, Pi a= M.J.CAP WITH MEGALUG N u = SIDEWALK RETAINER GLAND PLACEMENT OF FIRE N 3"MIN, THREADED BRASS PIPING m u y MAX BREAK FLANGE MAY BE USED IN PLACE OF HYDRANTS OVERRIDE .N .� •- C COPPER TUBING PLACEMENT OF VALVES. [SiJFR4 ��: o A A u = PERMANENT FIRE HYDRANTS MUST 1. FOR USE ON 12"AND SMALLER DIAMETER WATER MAINS. N07ES '{x•e'-° BE PLACED AT TANGENT X " OF THE CURB ARC- TYPICAL PLACEMENT OF VALVES. 1. HYDRANTS TO BE MUELLER CENTURION,A-423•(OR APP-D EQUAL)6"MJ.5 1/4" rSTREET PLUG OR PLACE VALVES AT THE TANGENT MVO 3 PORT-TWO 2 1/2'PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWING: / EDGE OF PAVEMENT OFTHE CURB ARC.7' IN FRONT A. OIL RESERVOIR PHASE BREAK r 'MAX. 500' KEYNOTES: B. BRONZE ACTUATION NUT MJ GATE VALVE BETWEEN VALVES OF FACE OF CURB AND/OR 10' A. 1"TANK VENT WITH MSA VENT CAP FROM CENTER LINE OF ROAD C. BRONZE SEAT RING - ANDVALVE BOX 1_0• B. 1"GALVANIZED VENT PIPE D. WEATHER SHIELD CAP COMPLETE — C. POLYETHYLENE MALE COUPLING 1"I.P.X a"BARB INSERT E. SAFETY SLEEVE COUPLING REQUIRED D. k THICK-WALL POLYETHYLENE("FUNNY PIPE) F. THREADED NOZZLES WITH'0"RINGS �IQ>SS E. 1"COMBINATION AIR VALVE.ARI MODEL D-040-C G. NATIONAL STANDARD THREADS F. 1"X 6"BRASS NIPPLE 2. SAFETY CHAINS TO BE REMOVED. 1.VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 2.VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION G. 1"INLINE BALL VALVE BY DISTRICT FIRE MARSHALL H. 37 STYLE METER BOX.LOCATION SIMILAR TO WATER METERS IN DETAILS X-X. `p 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. - uNpISrURBED EARTH 3.VALVE BOXES CONSIST OF 6"ASTM 30,34 PVC RISER I. 1"GALVANIZED TEE 5. NO OBSTRUCTIONS WITHIN 3'0'RADIUS OF HYDRANT. AND IB"CAST IRON 910 COVER J. 1"BRASS 90'ELL 2 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVDED. MECHANICAL FIELD 4.MAXIMUM SPACING FOR VALVES 15 500 FEET K. 1"BRASS COUPLING 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED RESTRAINT REQUIRED 5.ALL VALVES ARE TO CONFORM WTH AWWA STANDARDS L. 1"DOMESTIC COPPER SOFT K-TYPE SLOPED AT 1%MINIMUM UP FROM MAIN. BY ENGINEER. M. 1"OFF CORP.90'ELL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. E.GATE VALVES ARE REQUIRED FOR 6"AND SMALLER PIPE. N. 1"CORP.STOP(600 STYLE) 9. INSTALL A STORZ HPHA5D-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) TOBE HETFE FIELD RVINE 7.BUTTERFLY VALVES ARE REQUIRED FOR 1T AND LARGER PIPE. IN h ON THE 4 1/2"PORT. gnOPn -_UE TEMPORARY Tualatin Valley Water District DEs°nFePDe 1"COMBINATION GATE:6/1/2012 ovecoN Lan fANA,e.E. PIH .�m DETAIL FIRE HYDRANT D.,R.. `"YPP3GA&O NO SLA" D9 �� ai. AaaaovED:MB< AIRANDVA000M TYPICAL VALVE2015 ASSEMBLY eJ4,2 Z� STA`NDA'RD DN4�ND• DNG,N0. I850SW I70W Ave.Bwvertaq OR 9700fig�E:NONE 601• • ` .,ew�.eP (503)642-1511 .tvwd.olg VALVE BLOWo 570MnDAM zD1I D HYDRANT LOCATION 575 °^� „ Project RECORD DRAWINGS OLSON WOODS No. 264-004 DATE 4120/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED TVA "sguaT BASED ON RELD OBSERVATION AND SURVEYED INFORMATION Sheet 16 of 18 6 O O c0 O NOTES 3L•cGlcu m N a. '^3 AT qE5(R)SAN ARY IY IN NOTI�µ I ALLO NIAT 2.MANH REOu m m.0o-R AN FIIZ Al 7 11 WING O 0 V FIAT FILE LETIE(tINC Q �I I IS No MiiiDjrlMATcxED sRPs (RECESSED FLOSH) W F1 Z w Sr foal ON tie Qus O Mmo ® o W ro iG OF eAmxc ND N.,FRAME AND 1BA/BTfit A� r IN NON-sxRINK �,o2a� ' O ilio O® �_ ®O ud ZNOFRaII� O O H o NOTES -�4RAOE Rlxts(Y.4•,G s•) is a:•' p O "p"`• a BE- sxALL cOrvFGM TO NON-NSINRINN 0. GROUT �. •.� •.T � TG p, O O 2.•:i.IIUxm wOPL cS[NGSICR'IE SH HnIE 1.2l III (16)S/4' mwcm of SDDD P.sI.AN swop a z TD COPOLYMER POLYPROPYLENE PLASTIC O L Z alir"E EccENwlc SANITARY PLAN VIEW LHdE SHOWH COVER BACK cn Z In W EEOU LO EONFFO MILGTo"FEERAALN Iv"RO011'•cn ON r-soDD2 o. `t O ti ALL 1 111F CONSECTONG OF 21? nTR sxnLL REOUIPE A t/Z'cRAG 60 REINFORCEMENT _.j: 2-/4' I Q W Z LU U Q ti WWR 2W O 6.1 IE CONNECTONS OF FOUR ON MORE N 9T)"GAWNG N0.100• 1S 6 24 3/4"DIA. Z i o ��°Ni` Hae 6EGDDN �S/r FOR A W W 2 0 nMaAeIL,._a. NNG 1. _ BE Y MINIMUM AND i ETr STIP 'z 1/4--1 7/8" W Q O 6-5/6 J W waa 51Rk£i G1.SAN.ARY GNECTgN AND a6'FgiHsiONA DF $ S NIN,UM Jta ..P s �, TTL W 11 �rE s Twp IN ALMDF AN ANDARI OFF r•0.':Y:: 2 7/8" I I/Y L 6°SQ. >w�zgoQ aa'Nx. M 3/4'GALVANUED BARNUNNUN N 1r IEGRE MATERIALS: `T%%//U///V/1 ''�4 7 ''•' PICIWOLE DETAIL ONE RSLOR EDS .• 2•MIN.FROM S' awayIN- '".A' IY 22 1/2"DIA. l 1/FT.SLOPE GALVANIZED: • 0(3/4•DIA.)GALVANIZED DEFORMED REINFORCING BAR. "d SECTION VIEW REINFORGNG BAR CONFORMING MTI ASTM A-615 GRADE 40. •!�''�a a-1/R' GALVANIZED CONFORMING MTN ASTM 1-,23. 'H •a•NNWY CaIGER STEEL REINFORCING BAR MINIMUM 11/62•GRADE 60. SNOOIx BNISX cHAxx0.M '' •"N '" MEETING NEOUIREMENTS OF ASTM 15 ENCAPSULATE NOTES: V 1 /4 ARRCAL HBGHT OF PIPE -"ti�:' `\ TENIAL STREETS I, ;=; INJECTION MOLDED COPOLYMER POLYPROPTLENEO `d FOR SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. J � f... I W1Ti SERRATED SURFACES - aF 1C-0'CaIPAC1EDi=.'y.` 2 MSW ".*=F" GA-ED STEP NEO r0 A TRUE BEARING ALL AROUND CLASS BASE NA1wIAL •• 4 NOTa1 LIO FOR LIFTING HOOK SUBURBAN AND STANDARD STORM WATER W STANDARD MANHOLE MANHOLE STEP MANHOLE FRAME AND COVER MANHOLE LID CleanWa�r Services 0 CkanWaEer Services C1eanWaler Services C1eanWater Services DRAWING N0.010 REMSED D2-03 06 Om wmidwl l'M°•i• DRAWING N0.700 REVISED 02-03 •m^•I°•° DRAWING NO.110 SANITARY FIDASED I2-06 G°r rommHm°a1"w..,. DRAIWNG N0.120 - N W U o W 7) Z 5;{�n/ O SEENOILLu EATTOP OF B� cl W srgNOMA DETM11K�pOtO. l e 31•'15TUN1 TO OBT D.,pH%ON CAaLE W MP1NxHOLE88EEAND C) V) OMODETNLW60 - - G6(2',d',ORe') SAr BRALL EF Q N Q AVU B'-SEE N-6 5'Cw'RRED roD WND O B EMM,U nCNRH"FDIizi SET NCNNGfi NIOiALLOWED PL..M'HDPE OR Y:DSTAINLE55 SRELNG A A FOR FRAME AND rrtAR w O LD 1.O ALL M4NHOLE 6ECTIONeN- '°. LE COnNONN LS INE TIONS MENTs • J/ \ / z F, FLOW z LL INSNO.N0�010ro MANHOLE A g a•R O J � H 2.'evIA�"D ourLEr PIPs MOTTO FGcceeD ° PLAN VIEW..o V O L-) S.PNOWOESIECM'LOETAILPOROURET AUSN F1flATW02 AGER TGE OPoR�i0R RLOw Cp+i ROL13GssolxG lS Ow -MINIMUM� e B� I-TN�PIPE NUL AUWREIS SHALLNwEFLOWCa11ROL = _ PLAN 31/2• � C, N DEVICE. WATFRPIlEE.µO NM 'FINISH GAGE` !b 3q FLOW INVER '� PLAFE MONNar+11e « « « ,1/2•MIN, Axn-SIPxW DEVICE I CONNECTION I.-2 MN 30P CRATE O O K PER y 'I 3• MUMo LL arwul•al.aoEewa sraP 3 tj OOO T�a ounu'H'PTvsmuciARE INC siwiiBAPPRovED O W1 O " 1r MINIMUM Y ED Z",(�DI s � T P 6 3 4. EE85(800)m4s0G SUMP •:p ? m aR vON 6aE�-aPaaovEOEEauu�N ="OIL A NLOATAURLEo®NIs �;.' •9 'e s.':4 rNlx. o o Li R. i > ONSURFACE-071 UTPIPE M1'9' N.W':. 211X. IRUIP11"IFAIA11.1 E. 11 Dl_� SECTION A-A sEcnoN a-a SECTION A-A SECTION B-B Z. saNO TEL 10 NOTES: aawixwcrvra axamxc+Nacs -STRACRUE SIR MIN,Or,E,_1 �8 IN �TMA�DCF_ 1. ALL PRE CAST SECTONS SHALL CONFORM TO REQUIRE-OF ASTM C-478, g^qA MEEEPHaES RGE PUR GLIDE tl1GAI; ANNEL SNA,RE RESURR .1. INS IR,ZZASR. CONGER 91Au xA A Av 1Rac1x a SOOa P.v.Aw A swop 2. INSTALL ST2DCNRE ON MINIMUM OF 0 OF 3/4'-0"COMPACTED BASE MATERIAL. MICE PLA OU il(III TGA na APPROWA ALL 01xG 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED ==E-UN 11 SUMP BELON LINIEST MIRE MEETING ASTM A497 N.QM SUIP NEWINEMExTS s. Tvt mnx 'sF1F FOR MULTIPLE ORIFlCE APPMCATON 4. ALL POURED IN PUCE CONCRETE SHALL HAYS A 25 DAY STRENGTH OF 3000 PSI AND GAS.P PHMIDs A 3'MM.SPACER IS REWIRED AS NArn.ocmalNwN T MSiALL sRFs vDwOx�M cxa Im YiafIRSGA52P SLUMP OF Y TO 4•. Ww SHOWN.SPACER TO MAICU PLATE WIDE uacxuixiWx NmNaP ACttPiA&E15 NNAEND. ( sORlwO INAIGOOiN3iSHALL7. O�CWS x wU:i.'K AN A60LT I-S•STNNLE55 STII .MFN510N5,ME..MAIERIAL Y T'a ) 5. PRE-CAST STRUCTURE'S CONFORMING TO O.O.O.i.TYPE G-2 CATCH BASIN DESIGN/-DITCH MT1 A WATER TIGHT SEAL INLET TOP ARE AN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. STANDARDS AE SHOWR ON DETAIL$400 WATER QUALITY AREA DRAIN MANHOLE (SNOUT) A C1eanWabr\`Services TYPE II C1eaR4Vater Services ORIFICE PLATE DRANING N0.380 RE15E1,2-G6 •°,wmm�.•IT'=1�.. DITCH INLET `i'� AND GUIDE �C3MnWa�r�SffViCeS DRAWING NO.250 - - 0""•��t`"`°t"`1i` C1e2RWaFCr SeCt'lee$ REWSEO 12-OB W°T•Ommi�.°ti..1..,. DRAWING N0.390 REVISED 05-07 o°.wmmll�.°I I.m.... DRAWING N0.730 K RECORD DRAWINGS °ct °NW°°DS No. DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION TYA AS BUILT Sheet 17 Df 18 6 O O c� O E I.a 3 (J Z B�--I src sTuioueo oRArnxc xa 3zo roR ac �� T s a sur; a rnnxc nxs coxsz ms A7 ,, A O7 ',' � •: A IrA F1 L[:= _:j •,i ¢ SECTION A—A o 'a 1 °Zviw�°�1W PLAN VIEW REro RariPDRcm AJ ti ¢W W Q ti cWCItETE IN—IN PLAN Q w w ACCORDONCE W11H R W�+ti_ WRB URAWINU Na310 PLAN Z w U 4 C'J w O� B NccO.3z0 ..� PAN}AFRT a Tm Taf3 POR fRANE i.No ��/r a m Tiw`s`s s W Q 2 w ti O Q O ._p�• Wim` ti I I< Y Y a RPsu Attan eAR Im I ns a SECTION A—AiW SECTION B—B W.,ur ate, _ z N0enaaecansTTEo Ix ALn mo roIolacW� 11 1 1 PLAN µ re• SECTION B—B x DRPWRc xa,aa s-r mn s,EP,z mw P ar au,E. E Is ar.,TEn m.x W.sa—A. wR oEau a..w J_ isa•- mNPPCTm sus_x.nnuc Q Imixa`faRcaiRn fnn um�`iai an°fw suu eE rrsia m xmEa wRE ;�.: SECTION A—A N_ 0. tl�,NDdIFL REWPxU x 0.O.D Z.xPPPDCATtn£PP3,IPPR P 3 PEgAIE IN 1Y 911AP _�? FRAME AND ORALE Ta RE NEW SiRUCNRAL A51M A-38 MT BOR SiFFl ON MPROVEp EQUAL W IN- HOOK BAR ADDITIONAL DtlCNNErs AND RUNFg2CEMENT SMALL BE REWIRED Fdt STALE HIGHWAY APPLICATIONS Q Emi�I REnuurn cuaoT X wcPTm IN elocww� DETAIL GUTTER & CURBW� CATCH BASIN vz INLET CATCH BASIN G7eanWat�r Services GUTTER & CURB INLET CATCH FRAME AND GRATE (CG-2) CkanWaherServices U DRAWING NO. 300 CG-2 IRNSFD,z-oe .oT.,mmI�.P,I=�I«=' BASIN (CG-2J REINFORCEMENT C1ean4��Tn Services DRAWING NO. 320 REVIDED t2-De iLOm eo0 i=OI='° DRAWING NO 310 - z O W N Z {n j O � m � W O izi Q: Q N In � O (D Z �: WO J �3 H U O u tj c c o m $ 3 z � � 9 •ryx• N O A 6 S > .Y K RECORD DRAWINGS Project OLSON WOODS DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED No. BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION 264-004 Type AS BUILT Sheet 18 Df 18 PUBLIC STREET LIGHTING NOTES: 1.LIGHT POLES SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. PGE APPROVED LIGHT POLES ARE: w c SHAKESPEARE BHT3099S5BL9901 LP = INSTALL LUMINAIRE POLE # WITH o;, CCI MDS30-F-100-S2-HS-PC-NP-1B-22 LED SHOEBOX FIXTURE. ACI DST30FSDN1 O W (X = POLE "#). LP C oho o a PGE APPROVED STUBS ARE: - i EX �j cbd o 00 SHAKESPEARE BHS3099N3BL9901 _ _ ro rn�w CCI 25-STUB-UP LP = EXISTING LUMINAIRE POLE. _ d��/ ACI DS6STU6-30 EX i 1 U 2. N O M 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. PGE APPROVED JUNCTION BOXES ARE: — — __J L/ I Z a w bbp NEWBASIS FCA132418T-00043 m c o "I QUAZITE A421341BA017 `' "CURL ACRES" ARMORCAST A6001946TAX18-PGE LP I Z rn HIGHLINE CHA132418HEl - - -Ir EX 'ELECTRIC"OR"POWER"SHALL BE IN THE LID MARKING AREA. I ( I LOTi BLOCK 2 I 3. LUMINAIRES SHALL BE PGE APPROVED 47 WATT LED,24OV,MAST-ARM MOUNTED, I I LP BRONZE SHOEBOX FLAT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR BALLAST, T WITH TWSTLOCK P.E.RECEPTACLE. PGE APPROVED COBRAHEAD LUMINAIRES ARE: 47W CREE STR-LWY-2M-HT-02-E-UL-BZ-700-40K-R-UTL-SPX T1 I I I F- ¢ L�� 4.THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, 'L+� FAIL-ON,ELECTRONIC,105-300 VAC,60 HZ,PER ANSI 136.10,BRONZE HOUSING,1.5 LUMEN .,.,, TURN-ON,RATED 1000W TUNGSTEN(1800 VA BALLAST)1.5:1 TURN-OFF/TURN-ON RATIO, SOLD BRASS PLUG BLADES,CONFORMABLY COATED CDS CELL,160 JOULE MOV,2-4 SEC. TURN-OFF DELAY. I PGE APPROVED PHOTOELECTRIC CONTROLS ARE: - - - I I LOT 13 SELC 8483 5.THE HIRING FROM THE SPUCE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED#10AWG, 2 600-VOLT,3-CONDUCTOR,CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT PVC JACKET,SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90T:DRY AND 75T;WET. 1 2 FOR 240-VOLT APPUCATIONS,THE PGE WIRING CONFIGURATION IS: / BLACK AND RED(HOT) GREEN(GROUND) Z 6.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E.SCHEDULE"95"OPTIONQ/ A"SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. I �/ / "<`' rr:. s-�.. 1--i LIGHT POLES AND FIXTURES TO BE INSTALLED BY P.G.E. 2 a [� 7.LIGHTING CONTRACTOR/INSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION OF CORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL LIST AND JURISDICTION SPECIFICATIONS AND STANDARDS.UGHT POLE AND FIXTURE SUBMITTAL TO PROPER JURISDICTION RECOMMENDED. // LP AER QUALITY/ I "BLUE HE IONLPARK" 11 3 // 3 DETENTION CITY OF TIGARD LIGHT POLE LOCATION TABLE ROSSING" POLE NUMBER MH WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPE EX 30 FT 200 22000 8 SINGLE WALNUT STEEL EX 25 FT 67 5232 6 SINGLE WALNUT FIBERGLASS / 1 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS I / 2 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS I 4 3 25 FT 47 3830 0.667 SINGLE TRACT"C" FIBERGLASS / 13 H N 4 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS - - - - 1 / uu z 5 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS 1 I A 6 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS I - -L - > I P � 7 25 FT 47 3830 0.667 SINGLE TRANQUIL FIBERGLASS I I 5 I d 12 I z NUMERIC SUMMARY 5 I A PROJECT: OLSEN WOODS LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN I ' STREET A ILLUMINANCE FC 0.49 1.70 0.10 4.90 STREET A/TRACT C (go Ln ILLUMINANCE FC 0.68 1.00 0.30 2.27 I I i C7 10 SW TRANQUIL LANE ILLUMINANCE FC 0.43 0.80 0.10 4.30 - N �' SW TRANQUIL ANE; LP - - � I 6 I 9 I I � 7d I oq STREETLIGHTING DESIGN I 7 I I [-� ❑ U Q Scale: 1"=50' i 8 I DWG.NO ED PERCI VAL LANDSCAPE ARCHITECTURE 2863 SE WAVERLBGH BLVD. PORIMI),OR 97202 ph- (503)231-0100 /c•" ° � va ,./'� \ (C)' (503)939-3547 �p .. ' a tsl em wl.'dp®ma L TREE PROTECTION FENCE NOTES: S W WAt UTSTREET 1. ALL TREES DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING AS ILLUSTRATED. ' xw.. .. d�t'I tFA .:# .... '�, " ® ,..: 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON PLANS, OR PER ARBORIST DIRECTION IN THE FIELD PRIOR, `(:; '`� - I "CURLACRES" TO CONSTRUCTION. — 3. AVOID DAMAGE TO CRITICAL ROOT ZONE, DO NOT DAMAGE OR SEVER LARGE ROOTS WHEN INSTALLING POSTS. 11-0112 4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE PROTECTION FENCING. 5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. Q 10' 40 I RI I J^ RB I _j ti ` / /� Q HOUSE I III �r 0' IOsc le 7D'I north I HOUSE I I L I \J\ O W / P W I, Morgan Holen, attest that this Tree O EXISTING BUI�DINGS I I $ `o Preservation and Removal Plan meets all (n 0:� TO REMANRB I ythe requirements in Section 10, part 1, F- 3 I c o w d a of the City of Tigard Urban Forestry (� 82 LOT 23 d 4) Manual. Q 881 ' 5810 885'w" I � U1 V ' fence material: g m Z 0' OT 2oran e, uv Z) D EXISTINGLCOUNTOUR I' I resistant high Morgan Holen J O Q II 5'-0" min. gggr tensile strength -ISA Certified Arborist PN-6145A Cn QZ NEW CONTOUROT 1 s i Date: July 23, 2016 C) 3 O M S W ,BLUE HERON� grade EXISTING BUILDINGS 0 --—_ -_ \-7 PLACE > 2'-0" min. _u - m_ _ - O Q Q BE REMOVED B>o* I - °' _ \_-2.5" CD Lora ' L¢T-2-- 2.5" diameter e m/ �x ; maximum steel tubing or EXISTING EDGE OF P s 4"x4" timber post Z C) w STAND #2 ST4ND 1 TREE PROTECTION FENCING Q In (n LOT Lz L.T. N.T.S. � N L/ e Bp12 LU "BLUE HEJON PARK" J I LOT 4 5989 5682 :Y C r BBB�OT3 � O "WALNUT CROSSING" w aea,�3X GA9 JUj L/ 1y4LL � X_ EXISTING EDGE OF STAND #1 - B CANOPY EDGE OF —-—-— LOT '�� 7— .fit �_ DRAWN:JDP LOT4 4oe< _ �: EXISTING STAND #1 X5„< TREE PROTECTION NOTES: TREES TO REMAIN LOW s X - / 1 5 Bela X REVIEWED:JDP �, X ei 7 LEGEND — L�- I s5= e �7Al / _ X� I i� i e 2 symbol description 1. EXISTING TREES TO BE PRESERVED ARE TO BE PROTECTED BY A TEMPORARY 5' HIGH CONSTRUCTION HABITAT e„t v X" �I REVISED: EDGES - e6,= - -*-*-X-TREE PROTECTION FENCE (NOTE: THIS LINE, FENCE PLACED AT THE DRIPLINE AT THE TREE PRIOR TO ANY GROUND DISTURBANCE. 07/23/2015 Lore - - ON THE EAST SIDE OF THE PROPERTY, NAND Z eza TI e"� - - --- --- ALSO REPRESENTS THE EDGE OF THE 2. THERE IS TO BE NO EQUIPMENT OR MATERIAL STORAGE, NOR DISTURBANCE OF ANY KIND WITHIN THE BB LOW TREES IN "STAND #1 TO REMAIN VALUE FENCED AREA. L T 5 O/ X HABITAT EXISTING DECIDUOUS TREE TO BE REMOVED 3. THE GRADE SHALL NOT BE CHANGED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT 61��C - I `� I s T42 � EDGES ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE LOT i ew BB EDGE OF TREE CANOPY X -"•°z6656LOT 1- e AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOIL TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT 5u �� 6' MODERATE EE NUMBER GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. - - - _ X , V ULE e b HABITAT )rEVERGREEN TREE TO BE REMOVED 4. TO THE GREATEST EXTEND POSSIBLE, UTILITY TRENCHES SHALL NOT BE INSTALLED WITHIN THE TREE LOTS e ' IH BIT EDGE am PROTECTION ZONE. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ,LOT 6 ,� ,e I �� I� E� _ � DATE: 07/22/2015 DGE OF TREE CANOPY TO REMAIN ROOTS OF TREES TO BE PRESERVED IF IT IS DETERMINED THAT TRENCHING WOULD SIGNIFICANTLY REDUCE EXISTING EDGE OF _ X X - STAND #2 6,32 e. THE CHANCES OF TREE SURVIVAL. P.,FB - TREE To BE PRESERVED AND PROTECTED 5. AN IMPERVIOUS SURFACE SHALL NOT E INSTALLED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT ARBORIST'SAUTHORIZATION. THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTIONS �tiGisTEREd (j;(EVERGREEN) S.W.TRANgUIL IJ£ a - JC - _ DECIDUOUS TREE TO BE PRESERVED AND 74 e METHODS AND/OR DIRECT SUPERVISION OF REQUIRED WORK. --- PROTECTED. •—wee 6. PROJECT ARBORIST SHALL BE INFORMED OF ANY CORRECTIVE PRUNING THAT IS REQUIRED IN ORDER TO r JoE cvaF UNDERLINED TREE NUMBERS INDICATES ' oREcoN 6542 a�> TREES WITHIN GROVES WHERE THE CANOPY AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY, PRIOR TO PERFORMING ANY PRUNING WORK. 10 --- --�� 'tot -- WAS/CAN NOT BE CLEARLY DELINEATED. 7. DIRECTIONAL FELLING OF TREES TO BE REMOVED SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED c9pE pQG1 FOR PRESERVATION. e "' p" ' Lor 865 MODERATE EDGE OF "TREE GROVE" FROM CITY FILE:Walnut-L2-L3. MAPPING 8, ANY SOIL COMPACTED WITHIN THE DRIPLINE OF THE TREE SHALL BE AERATED BY METHODS CONSISTENT .. LOT - HABITAT WORK ORDER: II � EDGE WITH TREE CARE INDUSTRY STANDARDS. 9 �� ■nson EXISTING EDGE OF TREE STANDS 9. ANY LANDSCAPE WORK THAT IS PERFORMED IN THE TREE PROTECTION ZONE FOLLOWING THE REMOVAL OF JOB NUMBER: e”- —EDGE OF LOW VALUE HABITAT PROTECTIVE FENCING SHALL BE DONE USING ONLY LIGHT MACHINERY AND HAND LABOR. 11417 EDGE OF CITY MAPPED "TREE GRO I �eBl 5,8 —--—EDGE OF MODERATE VALUE HABITAT 10. ADDITIONAL REQUIREMENTS. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION SHEET TITLE I I(/e ANOPY EDGE OF TREE PRESERV. EXISTING STAND 1 MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. EXISTING ED��\6� i j i� TREES TO REMAIL AND REMOVE. PLAN SHEET NUMBER /A I II I I II L PERCIVAL LANDSCAPE ROOTBALL: PULL TWINE, #12 GA. GALV. STEEL WIRE: ARCHITECTURE BURLAP, AND ANY WIRE LEAVE WITH ENOUGH SLACK �. AWAY FROM TOP AND THAT TREE TRUNK CAN 2113 1E WAERIEI 1 11l9- i � a �• °� /" �'3✓ SIDES. DISPOSE OF OFF MOVE FREELY 4" IN ALL SITE DIRECTIONS. SECURE TO Paeuno OR 97202 STAKES WITH HEAVY DUTY prime (503)231-0100 pPP�% vP� / LAWN� (SOD) GALV. „U" NAILS (C): (503)939-3547-' �� m� �m vmeaxaveWm"oam SIDEWALK RUBBER HOSE (3) EQUALLY SPACED 2" S.W WAL UTSTREET i i ® x _. DIA. WOOD STAKES "CURLACRES" TREE TRUNK: CENTER IN PLANTING STRIP - Ion w TREE PLANTING EXCAVATION: 2X z W 11011<1 = o ROOTBALL DIAMETER. FILL WITH O � U.1 J COMPACTED BLEND OF 1 PART 1 a ORGANIC AMENDMENT AND 3 PARTS z CO SANDY TOPSOIL 0 V) Q M r House k xt.2 a o E E MULCH: 3" SETTLED DEPTH House I of 7 CENTER ON TREE TRUNK m LOT I ryZ NEW CONTOUR x x ! I I I o O STREET SIDE CURB J a 3 COMPACTED EXISTING I SOIL — UNDISTURBED GRAVEL AND to Q ^ O CONTOUR (4)YELL x I \ - SOIL SUB-GRADE 0 C) Z Uf 4 92 LOT 13 ROOT BARRIER: 36" DEEP, 0 Q 6s,96 - _ I - SOIL FINISH GRADE: SET " O B2 \, • RIGID HIGH-IMPACT 595 \' _ POLYPROPLYLENE WITH UV INHIBITOR. BELOW TOP OF CURB AND 0 "NDS" OR APPROVED SUBSTITUTE. FINISH SURFACE OF WALK w LOT j CURB I I CONTINUOUS. PROVIDE CONTINUOUSLY ~ W rl FRIABLE TOPSOIL WITH Z Q i 1-)YLN _- IDEWALK C WHERE TREE IS WITHIN 5' CURB AND AMENDMENT BLENDED INTO TOP 6 O LOT 1 TDRIVEWAY - n' PAVEMENT EDGE _ (1)KATS "' ". 100 ROCK FREE. (j) -t 4)KATS II S.W.pLU�EC�ER°N�'<.> STREET TREE PLANTING DETAIL N EA � I •" _ LOT _f�-LOT2 A 1)KATS x _ I )KAT / WATER Q�ALITY ACILITY SEE L3 10' 4U' r (Tra�t T 4 LOT 1 LOT 3 � \ 8012 i 1/ I II I�I "BLUE HE ON PARK" . ,i 1 LOT ,- '7 ' H1 ' °' scale 70 north WALNUT CROSSING" fioz / — —i tel. 2 l DRAWN: JDP 1 YELL - IT ®/. I -I -—- _—- - TREE QUALITY NOTE: REVIEWED:JDP LOTS ` /39 ) i/ ' 5)CA 4 " PROVIDE TREES CONFORMING TO THE APPLICABLE LOT4 piff _ ,'> 249 RO ECTI 1�STANDARDS IN THE TIGARD URBAN FORESTY MANUAL. 242014 STREET TREE AND PLANTING STRIP LEGEND PLANT TREES IN ACCORDANCE WITH THE AMERICAN s� 1 1/FEN (NOTE. /symbol tag common name / botanical name: size (quantity) NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS 06/01/2015 THI LI ON' �I i i 07/27/2015 251 ' 11 /TH A�T SI E, / z 1 FOR TREE PLANTING (A300 PART 6 AND ADDITIONAL LOTS - -zso 3) f- �j = II O z CASC CASCARA / RHAMNUS PURSHIANA: 2" CALIPER (5) STANDARDS ADOPTED BY THE OREGON LANDSCAPE ( d ROP RTY, 6s6� r� CONTRACTORS BOARD. TREES SHALL BE TOP LO 12 ELSO PR \\\ TOTAL STREET TREES PROVIDED = QUALITY, WELL FORMED, FREE OF ALL DISEASE, (1) E EPR SEN �I L01T5 p ,iEI' r � E EDGE 01 656 KATS KATSURA / CERCIDIPHYLLUM JAPONICUM: 2" CALIPER (11) WEEDS AND DEFECTS. ALL SHALL MEET THE / / R.O.W. LENGTH = 1,469 REQUIREMENTS AND STANDARDS OF TEH AMERICAN Lori i l 1ULtJ I I T EES 665 . FEET ASSOCIATION OF NURSERYMAN FOR NURSERY STOCK I - 1, REMA1. �i i \ MAGN MERRILL MAGNOLIA / MAGNOLIA LOEBNERI 'MERRILL': ® (1) STREET TREE PER (ANSI 260.1 - THE LATEST EDITION) FOR GRADE N0. EVERY 40 FEET THE es6a ` 2" CALIPER (TREE FORM-SINGLE TRUNK) (6) 1 OR BETTER. PROVIDE WITH NK STAKES EQUALLY 1) 1 -= REQUIREMENT IS FOR (37) DATE: 07/23/2015 4 N STREET TREES PER TIGARD DISTRIBUTED AROUND THE TRUNK, SET OUTSIDE THE L T 111 U i YELL YELLOW WOOD / CLADRASTIS KENTUCKIA: 2" CALIPER (10) CODE. ROOTBALL. FASTENERS SHALL BE NAILED TO LOTS ¢ J 6 ; STAKE, LOOPED AROUND THE TRUNK, BUT NOT BE PLOT: - (1)1L f -- - --_ * ONE 'NON-STREET TREE' IS PULLED TIGHT. TREE TRUNK SHALL BE ABLE TO (2 ? SHOWN AT THE BACK WES � I (& � / MOVE 4" ANY DIRECTION WITHOUT BEING RESTRAINED G15TER�,� 6�MA (1 0!r YELL `i (� YULN YULAN MAGNOLIA / MAGNOLIA DENUDATA: 2" CALIPER (7) OF LOT #1 AND ONE AT THE BY THE TIES. / — ) \-- i OF LOT #4 TO ATTAIN THE 4 _ LdT -� TOTAL = (39)* REQUIRED LOT COVERAGE. DOi BA RIER �/JOE PERCIVAL F S.W�TRAN UIL LANE i v / I REso4PE P, TI I yIN 5 J i E SYMBOL CANOPY PER TIGARD GUIDELINES I, Morgan Holen, attest that this �( ; )� Tree Canopy Plan meets all the b 9 ES OOT BARRIER: Provide Wherever Trees Are requirements in Section 10, part 2, FILE:Walnut-1_2-1_3... ` _ I T♦�E�T)LYGHT 65 3 Within 5 Feet of Pavement or Curb (SEE STREET TREE DETAIL) of the City of Tigard Urban WORK ORDER: 11 r ) T sse: TREE NUMBER Forestry Manual. x� h61T 8 / 6 JOB NUMBER: r' LOT LOT i' 6 LAWN: SOD; "OREGON TURF" -� M i i;, sses II�� ,, � a. a� 1417 NO r I i I( 1 K i l - sem '%I"'"' ITLE EXISTING TREE TO BE PRESERVED AND PROTECTED (TYP. SMYBOL) U [TRE�ECANJOFY REE NUMBER Morgan Holen EDGEOF TREE CANOPY ISA Certified Arborist PN-6145A EVERGREEN TREE Date: July 27, 2015 SHEET NUMBER DECIDUOUS TREE L2 PERCIVAL LANDSCAPE `/ ' I j I I '^,I ARCHITECTURE *Vp NO TREE PLANTING BETWEEN V 2e6310 0.BUD. VIS LINE AND WALL PER C.W.S. PcnnnnD.OR97202 ANDARDS (LINE DELINEATES 7 4 Peak (503)231-MOD 1 10' OFF SET FROM WALL R 9 2 / (C): (503)939-354] uu .JJ �,: pnonoyq.o�man<� / 6)DSPR (960) SOFTR 2 28 DSPR 13 TDRTDR W I north 1 0' 5' 10' 25' Z �15 OS Q � r�4� J 1 )SLOUS ... 7 scale a a W Z LLJ 12 RDW 1,032) SOFTR Z -- RIVER ROCK WIER• SEE C.W.S. 7 TY ° - - - LIDA SWALE DETAIL # 96 ( P 03 P � 705) SLOUS > > I Q g Z W P.. OTTOM OF SWALE j11 5)RTDW ALE TOP Q OF SWALE < 0 Q ■ f3 H / END OF 600 SQ.FT. Q TREATMENT AREA 85 )SLOUS 14)SNoW6921 Z Q 2 STORM WATER FACILITY PLANTING LEGEND \ L2 F \ - - Q O D a STREET TR E AND`-/ OTHER A TING O W N AREA FOR TREE PLANTING = 2,151 SQ.FT. OUTSIDEE FA IL / (30)N OS j Q o BLACK HAWTHORNE / CRATAEGUS DOUGLASII: 2 GAL. (36" HT. MIN.) - (7) � U) B H AT 0.01 TREE PER SQUARE FOOT, (22) TREES ARE 6 0 REQUIRED. ,° > oA OREGON ASH / FRAXINUS LATIFOLIA: 2 GAL. (36" HT. MIN.) - (5) THE TOTAL PROVIDED = (22) (REQUIREMENT MET) WATER QUALITY AREA PLANTING PLAN THIS EXCLUDES WALL AREAS, AREA WITHIN 10 P C PACIFIC CRABAPPLE / MALLS FUSCA: 2 GAL. (36" HT. MIN.) - (10) FEET OF WALLS, AND THE 600 SQUARE FEET OF TREATMENT AREA (Tract "C") TOTAL = (22) DRAWN:JDP REVIEWED:JDP DSPR DOUGLAS SPIRAEA / SPIRAEA DOUGLASII: 1 GAL. (18" MIN. HT.) ® 30" O.C. - (54) SHRUB AREA = 3,508 SQ.FT. REVISED: 11/2412014 3,508 X 0.05 = (176) SHRUBS 06/01/2015 REQUIRED 07/23/2015 SEE SHEET L-4 FOR RELATED NOTES ON NROS NOOTKA ROSE / ROSA NUTKANA: 1 GAL. (18" MIN. HT.), 30" O.C. - (45) (195) PROVIDED. PLANTING, PREPARATION, AND MAINTENANCE. 00 REQUIREMENT MET. x RTDW REDTWIG DOGWOOD / CORNUS SERICEA: 1 GAL. (18" MIN. HT.) ® 30" O.C. - (82) -------- SNOW SNOWBERRY / SYMPHORICARPOS ALBUS: 1 GAL. (18" MIN. HT.) 0 30" O.C. - (14) DATE: 07/23/2015 TOTAL = (193) PLOT: - TREATMENT AREA SOFTR SOFT RUSH / JUNCUS EFFUSUS: (6) PLUGS PER SQ.FT. - (1992) (600) SQUARE FEET �q w (3600) PLANTS r JOE PERCVAL REQUIRED. ' OREGON N �z SLOUS SLOUGH SEDGE / CAREX OBNUPTA:(6) PLUGS PER SQ. FT. - (1773) a (3,765) PLANTS 9pE pR� U) PROVIDED. m TOTAL = (3630) REQUIREMENT MET 0 FILE:Walnut-L2-L3.... u- WORK ORDER: ALL PLUGS SHALL BE 1" DIA. AND 6" LONG, FULLY VIABLE WITH GREEN GROWTH SHOWING JOB NUMBER: 1417 NATIVE GRASS SEED MIX: APPLY AT 6 POUNDS PER 1,000 SQUARE FEET. ACHIEVE 100% COVERAGE SHEET TALE WATER QUALITY IDAHO FESCUE / FESTUCA IDAHOENSIS: 20% AREA PLANTING BLUE WILDRYE / ELYMUS GLAUCUS: 15% PLAN RED FESCUE / FESTUCA RUBRA SPP. RUBRA: 50% SHEET NUMBER WESTERN MANNAGRASS / GLYCERIA OCCIDENTALIS: 15% L3 PERCIVAL LANDSCAPE ARCHITECTURE F-. I BL219SWALE PREPARATION, AND PLANTING NOTES SWALE MAINTENANCE NOTES pe�m°°'`. 1. PRIOR TO BEGINNING ANY OTHER PREPARATION, WORK REMOVE ALL INVASIVE AND WEED PLANTS. PERFORM 1. MAINTAIN THE ENTIRE FACILITY FOR A PERIOD AT LEAST TWO YEARS AFTER SUBSTANTIAL COMPLETION. WORK PER CLEAN WATER SERVICES (CWS) INTEGRATED PEST MANAGEMENT PLAN-2012. INVASIVE AND WEED EXTEND MAINTENANCE WORK AS NEEDED TO MEET REQUIREMENTS OF AN ACCEPTABLE FACILITY AND IN SPECIES WHICH CAN GROW FROM ROOTS SHALL BE TREATED WITH A CONTACT HERBICIDE APPROVED BY CWS AS ACCORDANCE WITH CWS ADMINISTRATIVE PROCEDURES CHAPTER 2. NEEDED TO ACHIEVE 100% ERADICATION. COLLECT AND REMOVE DEBRIS OFF SITE. MAINTAIN ENTIRE AREA FREE OF INVASIVE AND WEED SPECIES FOR A PERIOD OF TWO YEARS AFTER SUBSTANTIAL COMPLETION. 2. MAINTENANCE BEGINS WITH THE BEGINNING OF ANY LANDSCAPE WORK AND IS REQUIRED UNTIL FINAL 0 ACCEPTANCE AT THE END OF THE "MAINTENANCE PERIOD'. 0 2. AFTER WEED AND INVASIVE SPECIES REMOVAL AND ERADICATION, OVER EXCAVATE THE ENTIRE SWALE AND 3. CONTROL, OPERATE, ADJUST, AND MANAGE THE IRRIGATION SYSTEM AS NEEDED TO PROVIDE GROUND Z SIDE SLOPE AREA A DEPTH WHICH WILL ALLOW PLACEMENT OF AT LEAST 12-INCH DEPTH (SETTLED DEPTH) MOISTURE SUITABLE FOR HEALTHY VIGOROUSLY GROWING PLANTS AND FULL ESTABLISHMENT OF ALL PLANTS AND z OF AMENDED TOPSOIL UP TO INDICATED FINISH GRADES. SEEDING. VISIT THE SITE AS NEEDED DURING THE WATERING SEASON TO ASSURE SYSTEM FUNCTIONING AND 0 0 3. LOOSEN SUB-GRADE SOILS TO A DEPTH OF 4-6 INCHES PRIOR TO PLACING AMENDED TOPSOIL. SUITABLE WATERING. DO NOT OVER OR UNDER WATER. KEEP SYSTEM IN GOOD REPAIR AND FREE OF DEFECTS. W z WINTERIZE AND DRAIN THE SYSTEM AT THE END OF THE IRRIGATION SEASON AND ACTIVATE IT AT THE BEGINNING LJ 4. AMENDED TOPSOIL SHALL BE PRE-BLENDED PRIOR TO ARRIVAL AT SITE. IT SHALL BE A COMPLETELY AND OF THE SEASON. DURING THE FIRST IRRIGATION SEASON CHECK THE SYSTEM AT LEAST WEEKLY AND TAKE z UNIFORMLY BLENDED MIX OF (4) PARTS (BY VOLUME) SILTY-SANDY MINERAL TOPSOIL AND (1) PART ORGANIC ACTION NEEDED. DURING THE SECOND AND SUBSEQUENT IRRIGATION SEASONS VISIT THE SITE AT LEAST ONCE 0 Q AMENDMENT. THE ORGANIC AMENDMENT SHALL BE AN APPROVED FULLY COMPOSTED GARDEN COMPOST, FREE EVERY 2-3 WEEKS. DO SO MORE OFTEN WHEN THERE ARE SIGNIFICANT CHANGES IN WEATHER AND PLANT Icn J OF ALL UNCOMPOSTED ORGANIC MATTER. THE SOIL BLEND SHALL BE 100% FREE OF WEEDS, DEBRIS, TRASH WATER DEMAND. m 0- ROCKS ROCKS AND GRAVEL, WOOD, AND ANDY OTHER FOREIGN MATERIAL. THE AMENDED TOPSOIL MIX SHALL BE . , , n ~ FRIABLE AT THE TIME OF PLACEMENT. PROVIDE AND PLACE AMENDED TOPSOIL OVER THE ENTIRE AREA TO Q 4MAKE ARRANGEMENTS FOR THE LANDSCAPE ARCHITECTENGINEEROR OWNER'S REPRESENTATIVE TO VISIT AND f FULLY SETTLED DEPTH OR AT LEAST 6 INCHES (GREATER IF OTHERWISED INDICATED). PLACE IN LAYERS NO EVALUATE THE SITE AT LEAST TWICE ANNUALLY (LATE SPRING AND EARLY FALL). R-EMULCH AS NEEDED TO U) z O of DEEPER THAN 6 INCHES AND MAKE FIRM. RAKE TO FORM A FINISH SURFACE MATCHING THE INDICATED FINISH MAINTAIN INDICATE DEPTH AND CIRCLE OF MULCH. RESEED AS NEEDED TO ATTAIN FULL 100% COVERAGE. 0 J Q GRADES AND ELEVATIONS. REPLANT AS NEED TO ENSURE A MINIMUM OF 80% SURVIVAL AND AT LEAST 90% COVERAGE IN TREATMENT O Q 0 } AREA,OF HEALTHY, WELL FORMED, AND VIGOROUS PLANTS. ALL WEEDS AND INVASIVE PLANTS SHALL HAVE BEEN 5. WHERE SOILS ARE PLACED NEXT TO PAVEMENT AND WALLS THE TOP OF THE SOIL SHALL BE SET 1 INCH REMOVED, COLLECTED, AND DISPOSED OF OFF SITE PRIOR TO EACH INSPECTION AND THE AREA SHALL BE 0 BELOW THE FINISH SURFACE OF WALKS AND 3 INCHES BELOW THE TOP OF WALLS. DEEMED WEED AND INVASIVE PLANT FREE TO MEET MINIMUM REQUIREMENTS. PROVIDE A SUMMARY REPORT OF < CONDITIONS AND REMEDIAL ACTIONS FOLLOWING EACH INSPECTION. z 3: Q 6. PROVIDE A BIODEGRADABLE EROSION CONTROL MATTING OVER THE TOPSOIL THROUGHOUT THE AREA CROSS 5. RE-EXCAVATE AND REPLANT AREA IS SILTATION OCCURS TO A DEPTH OF 3 INCHES AT ANY TIME. 0 D SECTION (SEE CWS DRAWING N0. 700 FOR GUIDANCE). ANCHOR THE MATTING IN PLACE PER MANUFACTURER'S (� RECOMMENDATIONS. ANCHOR SPACING AS BASED ON 3 FPS FLOW SPEED OVER THE FABRIC. SEE CWS DRAWING 0 O NO. 700 FOR THE TWO TYPES OF MATTING AND WHERE TO INSTALL EACH. MATTING SHALL BE INSTALLED 6. REMOVE AND REPLACE ALL PLANTS WHICH ARE MISSING, DEAD, MIS-SHAPPED, IN POOR CONDITION, AND J PRIOR TO INSTALLATION OF PLANTS. CAREFULLY CUT MATTING TO INSTALL INDIVIDUAL PLANTS. DO NOT OTHERWISE UNACCEPTABLE. O Lf) W DISPLACE OR DAMAGE MATTING MORE THAN AS NEEDED TO INSTALL PLANTS. (�J 7. FROM MAY 1 THROUGH NOVEMBER 1 VISIT THE SITE AT LEAST ONCE A MONTH, EVALUATE LANDSCAPE Q 7. PROVIDE PLANT MATERIALS IN ACCORDANCE WITH THE PLANTING PLAN AND PLANT LEGEND, INSTALL PLANTS CONDITIONS AND TAKE REMEDIAL ACTION AS NEEDED. BETWEEN NOVEMBER 1 AND APRIL 30TH VISIT THE SITE PLUMB AND CENTERED IN PLANTING HOLES. INSTALL SHRUBS IN ACCORDANCE WITH CWS DRAWING NO. 780. AT LEAST EVERY 60 DAYS, EVALUATE LANDSCAPE CONDITIONS AND TAKE REMEDIAL ACTION AS NEEDED. 8. AFTER PLANTS ARE IN PLACE, PROVIDE A 2.5 - 3 INCHE DEEP LAYER OF 2"-3/4" SIZE ROUND WASHED 8. CONTACT: RIVER STONE OVER THE FACILITY BOTTOM, AT LEAST 12" VERTICALLY UP THE SIDE SLOPES, AND ADDITIONALLY 12655WINDWCONSTRUCTION W 12655 SW NORTH DAKOTA DRAWN:JDP AS NEEDED TO COVER AREAS WHERE SUSTAINED FLOW IS ANTICIPATED. (THIS IS IN ADDITION TO THE RIVER TIGARD, OREGON STONE AND RIP-RAP AREAS INDICATED ON THE PLANS. (SEE CWS DRAWING 700 FOR GUIDANCE). Mr. DALE RICHARDS (503-590-1500) REVIEWED:JDP 9. PROVIDE A TEMPORARY, AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE FOR ALL PLANTINGS. WATER AS NEEDED TO ACHIEVE VIGOROUS HEALTHY PLANT GROWTH AND 100% GROUND REVISED: COVERAGE OF FORBS AND SEED. 07/23/2015 10. PROVIDE A 3" DEEP, 36" DIAMETER CIRCLE OF COARSE WOOD MULCH AROUND EACH SHRUB AND TREE. 11. PROVIDE A DURABLE WATER PROOF LABEL ATTACHED TO EACH SHRUB AND TREE. LABEL SHALL INDICATE THE BOTANICAL AND COMMON NAME OF THE PLANT. REMOVE THE LABEL AFTER THE FINAL ACCEPTANCE INSPECTION 2 YEARS AFTER SUBSTANTIAL COMPLETION. 12. THE FACILITY TREATMENT AREA PLANTS SHALL BE DEEMED "SUBSTANTIALLY COMPLETE" WHEN AREA IS WEED FREE, ALL PLANTS ARE IN PLACE AND IN GOOD CONDITION, AND ONCE ACTIVE GREEN GROWN HAS OCCURRED TO A LENGTH OF AT LEAST 3" FOR AT LEAST (6) PLANTS PER SQUARE FOOT. 13. OTHER AREAS SHALL BE DEEMED "SUBSTANTIALLY COMPLETE" WHEN AREA IS WEED FREE, ALL MULCH AND DATE: 09/26/2014 PLANTS ARE IN PLACE, IN GOOD CONDITION AND ALL INDICATED AREAS HAVE BEEN SEEDED AND SEED HAS UNIFORMLY DENSLY SPROUTED THROUGHOUT. PLOT: - 14. THE FACILITY SHALL OTHERWISE BE DEEMED "SUBSTANTIALLY COMPLETE" AND READY TO BEGIN THE TWO YEAR �OISTEq� "MAINTENANCE PERIOD" WHEN ALL WORK IS DONE IN A MANNER MATCHING ALL CONTRACT DOCUMENTS. THE � d ENGINEER MUST CERTIFY THE FACILITY TO BE COMPLETE AND FULLY FUNCTIONAL AND IN ACCORDANCE WITH ALL . 74 CONTRACT DOCUMENT REQUIREMENTS, AND MUST DO SO IN WRITING, BEFORE THE TWO YEAR "MAINTENANCE PERIOD" CAN BEGIN. r JOEPERCIVAL E � OREGON <v O3c9PE AR��`,t FILE:Walnut-L2-L3.... WORK ORDER: JOB NUMBER: 1417 SHEET TITLE WATER QUALITY AREA PLANTING NOTES SHEET NUMBER L4 POLE ENTRANCE CHART GENERAL NOTES: EQUIPMENT ON MAST LUMINAIRES POLE NUMBER EQUIPMENT ON POLE ARM OR SPAN WIRE 1. All materials and workmanship shall conform to City of Tigard ordinances and standard specifications, (Length In Feetand Equipment Type) FIXTURES the latest Oregon Department of Transportation (ODOT) Standard Specifications for Highway Construction, STRAIN CONTROLLER FIRE TERM. TRAFFIC PHOTO current ODOT Standard Drawings. and the special provisions for this contract. POLE DWG. SIGN ARM ARM ARM MOUNTING NO. NO. TYPE POLE CABINET PRE-EMPTION CABINET DEG. SIGNAL CELL LENGTH D1 D2 03 LENGTH DEG. HEIGHT TYPE TYPE WATTAGE •AH" DETECTOR DEG. DEG. DEG. 2. The contractor shall supply all equipment, materials, and labor required for the signal operations shown 1 TS-2 (MP1) EX EX EX EX EX EX on this plan. V2 AL V2 2 TS-2 (MPI-1) EX EX EX EX EX V2 AL v2 EX Ex EX Ex Ex ex J. The contractor shall verify the locations of existing utilities and coordinate this work with the utility companies/agencies to eliminate any conflicts. 3 1 TS-2 I(VP) L - Ex Ex - — — — 4. The contractor shall coordinate work with PGE for power service connection. The contractor shall Install conduit and wiring to the power source as required by PGE. Contractor shall coordinate with PGE (Service Desk, 503-736-5450) for all power requirements. BRACKET MOUNT: V2=Traffic Signal Type 2" Adjustable Bracket Mount Tenon Not Required(See Std Dwg.TM460&TM462) 5. The engineer shall field verify the location of all signal equipment before installation. SA = Sign, Aluminum w/Adjustable Bracket Mount Tenon Not Required(See Std Dwg.TM465) 6. Washington County will provide signal field testing services at the contractor's expense. LEGEND C O N T R O L L E R S 7. Washington County will provide signal timing. ® proC 0 N D U I T S 9. Equipment submittals and pole drawings shall be provided by the contractor on ODOT Blue and Green Retain and protect existing controller. Sheets. City of Tigard approval of these submittals must be obtained prior to construction. POL ES O Install (S=size) inch conduit. 9. The new signal pole foundation shall be graded to match elevation of back of sidewalk. Retain and protect existing PGE ground mounted ®1 transformer (power source). 10. In case where existing sidewalks are disturbed during construction, sidewalks shall be rebuilt to City ® Install approximately 20ft of undergraound conduit of Tigard standards at contractor's expense. Retain and protect existing traffic signal most arm pole 3 between the new BMCL and the existing PGE ground mounted transformer. Conduit shall be 3" dia per PGE ® Retain and protect existing traffic signal mast arm pole standard. Coordinate with PGE for conduit entrance to with luminaire extension. transformer and final service connection. ® Retain and protect existing most arm. ® Retain and protect luminaire arm. ®(S) �. Retain and protect existing (S=size) electrical conduit. o, ® North Arrow as identified on Retain and protect existing vehicle signal pedestal. m ® Abandon existing electrical conduit. rho/ the drawing specified in the chart C A B I NETS ® Remove existing service cabinet for both signal and o0 illumination circuits. W I R E S ® Retain and protect existing terminal cabinet. a Install (X) control cables with (N) AWG No. of Pedestrian Head— g (G) conductors. Remove existing meter base. ® Install (N=number) No. (G=AWG wire size) THWN wires. a NC Install base mounted service cabinet, 120/240 volt metered, for signal and signal pole mounted Illumination systems. ® Retain and protect existing wiring. q of Pedestrian Head S I G N A L S Iffl) Remove existing wiring. ORIENTATION DIAGRAM EX Retain and protect existing phase (PH) vehicle signal. SI GNS L UMI NAI RES NOTE Ex Retain and protect existing aluminum sign. E Retain and protect existing high pressure diagram is a clarification of angles of PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL w I sodium luminaire. Equipment shown on the orientation equipment that may be located on a D7 tg Qof Vehicle Signal Head E a Pedestrian Pedestal or Vehicle Pedestal D6 90' Q of Pedestrian Head F I R E PREEMPTIONSIGNAL HEAD TYPES �D5 a \��ftaD PROTs�o 2 = 12" R, 12" Y. 12" G D3 ° B �19283P R 9 �o Retain and protect existing fire pre-emption detector unit. DI L � G-- ry Remove and relocate existing fire pre-emption feeder cable. I oREc N o Qof Arm 180` y�9(<y17 944s/ a Reinstall existing fire pre-emption feeder cable. Es w a n ! !S N° PxPIRrs 1z/s1/Is J U N C T I O N B 0 X E S PH6J ��\q0 270, o f— �o m a3 ® Install 22"x12"x12" (min, dimension) precast --► Q 2 concrete junction box PH2 Q of Pedestrian Head Install 22 x12"x12" lmin. dlmenslonJ precast PH4 MAST ARM POLE ORIENTATION DIAGRAM oa acaiau er owax a -'N concrete junction box with concrete apron. PHASE 4 o�X TM450.TM470,TM472,TM485,TM503 3 0 Retain and protect existing junction box. w ® Remove existing junction box. PHASING DIAGRAM FIRE PRE—EMPTION OPERATION Revisions and Addendums SHEET T V F&R STATION 50Ts-9 Description Date No. By 'wSW W L U T STREET T r KITTELSON Sc ASSOCIATES., INC. 12585 WALNUT STREET TVF&R STATION 50 OF a E 02 TRANSPORTATION NNOIN[NNINO/PLANNING TIGARD, OREGON ' 3 610 SW ALDER,SUITE 700 PORTLAND,OREGON 97205 SIGNAL(503)228-5230 LEGEND y Ii DESIGN:ASY DRAWN:BSC I CHECK: CWR PROJECT NO: 19066 CONSTRUCTION NOTES: Q+ Remove and reinstall signal pale, signal pole equipment, mostarm, and luminaire on new MPL 1 signal foundation. Coordinate all service connection/modification work with PGE. Remove existing stop bar. Install new 12" wide SCALE thermoplastic stop bar approximately 20 feet east of existing stop bar �' II 10 20 Relocate and reinstall existing sign approximately 20 0 feet east of existing location. II II (2) R� � / v II EX. POL E NO.1 I a 3 2 2 RI 2- II E 2 FF 14 2 II Z RX RR i n FF EX (2 EX (2) II RX / W W II JB a . EX EX EX MP TC C EX (21 (2) JB EX w ZI _a- ------- a ° R/W - 4F� Z� d . 2 a � EX 2 V6 AL �� EX 22 ` RnN JB 4 3 2A / RX 11 ° / 7 11 EX EX EX EX RX T 4 P MA LA P TC C MS o EK FD / V4 N - = FOL E NO.2 (REINSTALL) STA. 10+40, 28.5RT I 14 POLE N0.2 (RELOCATE) ° ° ° I JB I 2 _ 2A h Q — — R/W 4 o RI 1- O 3 6 i '011011 P"OFEss�o o FF 14 2 I I e 1928 9 9 w� h o EX EX 3 VP 1 3* I Mc � W FF y G`OREG N 9� EX. POLE NO.3 i I 2 R 99Its'W W EXPIRES 72/31/78 41 rn I c„ W g Revisions and Addendums SHEET UZ Description Date No. By j7ZA T V F 8.R STATION 5 0 �/ UV L N T T T T TS-2 o a KITTELSON & ASSOCIATES, INC. 72585 WALNUT STREET TV F R STATS 0 N 50 OF WZ TRANSPORTATION 10SWAMER,NEE0.INB/PLANNIH6 TIGARD, OREGON 2 3 610 SW ALDSUITE 700 O d PORTLAND,OREGON 07205 SIGNAL PLAN FILE N (503)228-5230 DESIGN.ASY DRAWN:BSC I CHECK: CWR PROJECT NO: 19066 STANDARD STRAIN POLES (SP) & (SPL) STANDARD MAST ARM POLES (MP) & (MPU ANCHOR PLATE Allowable Span Wire Dead Load Tension,Lbs.(Horizontal)OOONo Luminaire Luminaire with 50'max.mounting height"H" Rod Dia. Plate Size Foundation Requirements No Luminaire Strain Poles with Luminaire Extensions POLE Signal Arm Bolt Circle Anchor Rod Footing Vertical POLE Signal Arm Bolt Circle Anchor Rod Footing Vertical 1-3/" 4112"sq. x 3/" 40'max.Mounting Height 40'to 50'Mounting Height Bolt Circle Anchor Rod 31 Diameter Alt.4'sq.for top Vertical Lengths Diameter Diameter"d" Depth Ftg.Bars Lengths Diameter Diameter"d" Depth Ftg.Bars 2" 5%8"sq. x %8" POLE AW28'AH=30' AH=32'AH=34'POLE AH=28'AH=30' AH=32'AH=34' AH=28'AH=30' AH=32'AH=34' Diameter Diameter Depth 1/3 of ftg.depth Ftg.Bars MPI 15'thru30' 1'-6" 2" T-0" 8 - #7 MPLI 15'thru3O' 1'-6" 2114" 8'-0" 8 - #7 2%4" 53/"sq. x 1" SPI 1000 932 873 821 SPL1 665 620 580 546 460 429 402 378 116" 2" 7'-6" 6'-3" 8 - #7 MP2 35'thru4O' 1'-8" 21/4" T-6" 8 - #7 MPL2 35'thru40' 1'-8" 2%2" 8'-6" 8 - #7 2%2" 63/"sq.x 1" SP2 1500 1398 1310 1231 SPL2 1165 1086 1017 956 960 895 838 788 Y-6" 21/4" 9'-0" 7'-9" 12 - #7 MP3 45' 1'-10" 21/2" 8'-0" 8 - #7 MPL3 45' 1'-10" 2314" 9'-0" 8 - #7 1 23/4" 7" sq. x 11/8" SP3 2000 1864 1746 1642 1 SPL3 1665 1552 1454 1367 1460 1361 1275 1199 1'-9" 21/4" 10-6" 9'-0" 12 - #7 MP4 1 50' 1 1'-10" 1 23/4" 1 8'-6" 8 - #7 MPL4 50' 1 1'-10" 2314" 1 9'-6" 12 - #7 1 3" 73/"sq. x 11/4" SP4 2500 2330 2183 2052 SPL4 2165 2018 1890 1777 1960 1827 1711 1610 1 1'-9" 211/2' 12-0" 10'-0" 16 - #7 SP5 3000 2797 1 2619 2463 SPL5 2665 2484 2327 1 2188 2460 2293 1 2148 1 2019 1 1'-101112" 2%" 13'-3" 11'-3" 20 - #7 SP6 3500 3263 3056 2873 SPL6 3165 2950 1 2763 1 2598 1 2960 2759 1 2584 2430 1 2'-0" 2%" 14'-6" 12'-6" 120 - #7 (D AH = Pole length from base to 6"above messenger cable attachment. Within 901 of direction of most Direction opposite most arm Q Dead load and wind load span wire design tension shall be 2.5 times the allowable span wire dead load tension. - Arm or Signal span cable or Signal span cable Q3 Resultant allowable dead load tension for poles with 2 or more span wires. See top of footing plan & Vary uniformly to full Enlarge top of footing as shown elevation views Req'd ftg. 0.5 req'd footing depth at 90° when required to meet finish grade. 3/"dia.pole drain depth ftg. depth Finish grades 3"max.footing exposure 3'-0"square 4'-0"square top for alt. design ft[ n N between finish grade and _____ __ __ J ' A—- ip ,- — -� finish corner of footing ,-'' �.•S 3"cl. 2'-6"o-0 3"cl. Galvanized rigid steel conduit sweeps as req'd ' •� o Jo 3-#4 hoops 1 by Project Plans& Notional Electrical Code. 7" (Anchor rod dia. "d" +14") a o o S: c m 4'-0"s I I e 2" Radius (typ dia.holes or alt. slotted Note: 9• !s %"wide slots yp holes. See detail this dwg. Footing depths 8, vertical reinforcing o `o D/3 io�e for zinc drains bar requirements for non-standard c I I Minimum embankment Anchor rod bolt circle m y depth a requirements supports shall be in accordance with Signal Arm See Std. !w!t circle dia. Section 00960.02. a c 2/3D #4 U-bar each way in top v o #4 U-bars offooting. Tie bars to Vertical footing reinforcing l3'-0"dia. L _ JV(82 each corner) the top square hoop. (equally spaced).Bundle bars where2'-5" reqd.to avoid conflict with Detail A 5"min.dia.hole anchor plates. MINIMUM EMBANKMENT REQUIREMENTS �8" for conduit entry Concrete (or grout)pad top #4 round or ox. W 1.25 x ("d" *%8")min. 4" Pour after installing pole Bottom hoop square y be tack l welded to / and appurtenances. verticolbors. Ai/other hoops shah PLAN - T 0 P 0 F FOOTING be tied into position. 3"cl. 2'-6" o-o 3"c/. Pole extension if UT or RT 100% #4 hoops Pour against undisturbed material or Weld hook to pole wail req d (handhole at #4 U-bar each way in top Square for poles with signal arm lengths exceeding 15'-0" 3'-0" backfill with well compacted material d support wire clamping pole extension) See et weld weld details or of footing. Round otherwise except top 12"shall always be square devices Socket weld dwg.#TM631. g• p Y 9 l4'-0"sq. top for See Messenger tans for Pole base plate alternate design) p ^� orientation) 1 " TYPICAL FOOTING ELEVATION �. Anchor rod projection =� o 1.5 rod diameters MR, This portion of footing into Pole tl wail to provide Inset always square Rough float surface -3 - #4 square hoops @ 3%2„ smooth ware entry. See Hub 4 - 4'-0"min.length c Weld Details, dwg.#TM629 anchor rods threaded N Strain pole g E # i Drill and tap pole for at each end as req, 8- 4 U-bars(2-each corner) Messenger cable 3 o Anchor plate tack welded to Conduit Hub o o / dia. bolt.(UNFI o nut. Galvanizing of plate not Provide 3 nuts,2 washers & 5 0.5"d" required. See Chart for size. 1 anchor plate per anchor rod. + 5 min. 2.5"d" d" min. v o aTERMINAL CABINET MOUNTING PROVISIONS FOR STRAIN POLES n �" Hub shall bisect angle btwn. ELEVATION-TOP OF FOOTINGs „ max. Note: / minimum thickness plate 0.5 messenger cables for poles with t Anchor rod shall be galvanized full length. washer(T and B)of sufficient two cables. Hub C shat!be 45° 3 size to completely cover slot. y toward intersection from messenger ° 7 Slot cable for poles with a single cable. GENERAL NOTES: "t" The Genera!Notes and design t Slot (radial) 2"R. details of dwg.#6910 shall o z I �1 "min. at slot Pole shaft at base plate N STANDARD TRAFFIC SIGNAL SUPPORTS apply unless noted otherwise MT for t C3/s" 14 o W hereon. UT for t>=-'X6' 1"min. otherwise Q Supports shall be designed to I I Anchor rod dia. "d" in. tc�QED PROFFSJ o support the loadings shown on Edge of hose plate STANDARD SUPPORT REQUIREMENTS �`'�N�'"EF9 �p N� dwq.#6910. For design,luminaire TC-u4a or arms shall be assumed to extend TC-414n-GF-GF ALTERNATE SLOTTED HOLES FOR BASE PLATE a 1928SPE w Q in the some direction as the signal o arm or s;gnalspon cable. Supports ORER6N 3 furnished shalt conform to the 3�„x 3/"we backup ring EFFECTIVE DATE WASH CO# y �<r 1�9^ �� R Plans configuration length;signal signPand at TC-1_14c WELD DETAIL 99/Fa 1W Rp°os /�� y° luminaire placement;mounting height;etc.) 3/18/2011 6920 EXPIRES 12/81/16 m`a 30 rn oW W gRevisions and Addendums SHEETp T V F&R STATION 5 T TS-3 x Description Date No. By I� Qr n m KITTELSON & ASSOCIATES, INC. 12585 WALNUT STREET TV Fac R �� 50 OF Nf PO RTA 610 5 W EDN6RISNU1ETEE7N0I0 NO/P LANNINO TIGARD/ OREGON PORTAND,ORGON9205 SIGNAL DETAIL FILE 3N (503)228-5230 DESIGMASY 1 DRAWN:BSC CHECK: CWR PROJECT NO: 19066 OLSON WOODS 0 0 0 m E 3 0 ^ a EROSION AND SEDIMENT CONTROL PLANS BMP MATRIX FOR CONSTRUCTION PHASES o?pMaq YAKS U1l1TY STREET FINAL WET WEATHER u$m i a a\nJ GIEAWNG GRAGNG INSTALLA71GR CGNSIR=ON STABILIZATION M.1•MAY 31ST) 4 7 -.1 V` exonca rRermnox 9 5 FREBERVE ruiuP,uvECERAnox ^x z x x z x ? 3swT T EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES G x x xx L] D x x SW Walnut St O xAi11NG x x x x x x J i 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESOP Dusrwo x x x x x x Z IS A VIOLATION OF THE PERMIT. msPDaunPExxn TtEEsxxs x x x x C7 �� sdoWne Ln 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, axFERmxE -x x x x x x w r] W SW UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. o T Q 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL 8-w- w MNECESSARY REVISION TO DEQ OR AGENT. SE-ENT FENCE(PE--) ^x x x x x x W 1G 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. 8ED1-'ENCE(INTEF'os) x x x Z SW Alberta 5. IDENTIFY,MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES ANDaEA'wEs d 3 ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE PROJECT ECT AREAS(E.G.,WETLANDS),AND OTHER AREAS TO BE PRESERVED,ESPECIALLY IN PERIMETER AREAS INLET.- x x x N DEWAIERNG r ��SITE 6. GRADING EXIST NG CONSTRUCTION. ID WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER sEuxEx mAv GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. I Ol ER: vs 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST uraFscox�rex '� SW Beagle CT REMAIN IN PLACE AND BE MAINTAINED,REPAIRED,AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF __CE x x x x s° CONSTRUCTION,INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION nPESEaeaax a SW James CONTROLS. auncrPRarscnoN x x z p^ 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. suRPAct:RaxlxD x x x x x w w A� 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL aEacouxs �� meq-'=.l D ROADWAYS INCLUDING GRAVEL ROADWAYS. ..R: P� 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER NON-STORMWATER CONTROLS. PDuu}ax PREVE-N x�P C 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS:GRAVELED(OR PAVED)EXITS AND PARKING AREAS,GRAVEL PROPFASIGNAGE x x x x z x ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT TIRE WASH.THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. N AS.ExGsn xz x x x x a SW PAanon St 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE,EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. SPIL-OWWE x x x x x > 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS;VEHICLE AND EQUIPMENT FUEUNG,MAINTENANCE,AND coNCREFEwAsxourAREa x x z STORAGE;OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL,HYDRAULIC FLUID,AND OTHER: VICINITY MAP NOT TO SCALE NORTH 14. OTHER OILS FROM VEHICLES AND MACHINERY,AS WELL AS DEBRIS,LEFTOVER PAINTS,SOLVENTS,AND GLUES FROM CONSTRUCTION OPERATIONS. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES,EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,SPILL KITS IN ALL VEHICLES,REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS TRAINING AND SIGNAGE,AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. J 15. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL -SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABUSH VEGETATION MUST FOLLOW MANUFACTURERS RECOMMENDATIONS TO MINIMIZE NUTRIENT 0 / = RELEASES TO SURFACE WATERS EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. REFER TO DEQs GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMPS. 17. IF A STORMWATER TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION,FILTRATION,ETC.)FOR SEDIMENT OR OTHER POLLUTANT - -_--- _ __��,:t REMOVALIS EMPLOYED,SUBMIT AN OPERATION AND MAINTENANCE PLAN(INCLUDING SYSTEM SCHEMATIC,LOCATION OF SYSTEM,LOCATION OF INLET, z LOCATION OF DISCHARGE,DISCHARGE DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN AND FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM. NARRATIVE DESCRIPTIONS 0 OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO V MANUFACTURER'S SPECIFICATIONS. EXISTING SITE CONDITIONS 4 fi" m 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES _ ONE SINGLE J TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. VACANT WITH GRASSMAND DETACH HOUSE WITH A DRIVEWAY AND OUTBUILDINGS. THE MAJORITY OF THE PROPERTY IS z 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01-MAY 31. ly 20. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. DEVELOPED SITE CONDITIONS CC 21- OTHER SEDIMENT BARRIERS(SUCH AS BIOBAGS):REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT-AND BEFORE BMP - G REMOVAL. 13 SINGLE FAMILY HOMES WITH PUBLIC STREETS AND UTILITIES. NG8 22 CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT BASINS AND SEDIMENT TRAPS:REMOVE TRAPPED NATURE OF CONSTRUCTION ACTIVITY AND TIME TABLE FOR MAJOR ACTIVITIES z 9�-- - SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. LLI N 6' 23. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT - CLEARING AND GRUBBING(SEPT) O RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF _ MASS GRADING(EXCAVATION AND FILL)(SEPT-OCT) w - - --- SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. - UTILITY INSTALLATION((OCT)) w R 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL - STREET AND UTILITY CaNSfRUCTION(OCT-NOV) W Z O PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. FINAL STABILIZATION(DEC) Lu Q r - - ----- -+ _> 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL ( ) = 0 •: D d^'/ PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED.HOWEVER,DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES SITE AREA 151,616 SF -3.48 ACRES Z Q e J AS EXPOSED AREAS BECOME STABILIZED,UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS PROPERLY DISPOSE OF CONSTRUCTION MATERIALS ON-SITE DISTURBED AREA(135,463 SF) =3.11 ACRES N 00 C9 AND WASTE,INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. - OFF-SITE DISTURBED AREA(1,671 SF) =0.04 ACRES _0 F �- - - = 2i ( _ - - TOTAL DISTURBED AREA(137,134 SF) 3.15 ACRES 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE W (nZLL ( a ( MIX MUST BE IDENTIFIED ON THE PLANS. SITE SOL CLASSIFICATION > 0 O O 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT Y I -• I CONTROL BMP I.E.(FILTER BAG). - 118; CORNELUS AND KINTON SILT LOAM; 2-7 PERCENT SLOPE; GROUP C 0 IY I- -• �- ----4P*1 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET HEATHER PERIOD,OCTOBER 01 MAY 31. _ 11 CD;; CORNELUS AND KINTON SILT LOAM; 7-12 PERCENT SLOPE GROUP C U W O U W 11 CORNELIUS AND KINTON SILT LOAM; 12-20 PERCENT SLOPE; GROUP C �I ' ON-SITE SOILS HAVE MODERATE EROSION POTENTIAL ALL FILL MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING --- EXCAVATION AND UTILITY TRENCH SPOILS. RECEIVING WATER BODY i .I ♦� NEAREST WATER BODY: FANNO CREEK e � 1 m a = APPLICANT OWNER ENGINEERING/SURVEY RATIONALE STATEMENT 1 ' WINDWOOD CONSTRUCTION, INC. DENNIS & BONNIE OLSON PIONEER DESIGN GROUP, INC. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEO'S 1200-CN PERMIT 3 a x er 12655 SW NORTH DAKOTA STREET FLORENCE OLSON 9020 WASHINGTON SQ DR, SUITE 170 APPLICATION AND ESCP GUIDANCE DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL 3 d � --_- PLAN. SOME OF THE ABOVE LISTED BMPS WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY ° = ti � TIGARD, OR 97223 12540 SW WALNUT STREET PORTLAND, OR 97223 C ' : `t PHONE 503 780-4375 TIGARD, OR 97223 PHONE 503 643-8286 MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS. S� INCLUDING SOIL CONDITIONS.TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO THE SITE,AND OTHER RELATED CONDITIONS. SITE MAP NOT TO SCALENORTH CONTACT: DALE RICHARDS CONTACT: BRENT FITCH, P.E. AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP,AN ACTION PLAN WILL BE SUBMITTED- gC-F_ INITIAL PERMITEE'S SITE INSPECTOR INSPECTION FREQUENCY RECORD DRAWINGS COMPANY/AGENCY: PIONEER DESIGN GROUP,STEVE OAKS SITE CONDITION: MINIMUM FREQUENCY THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED PHONE: (503)643-8286 PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION E-MAIL SOAKSCPD-GRP.COM 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF FROM SNOWMELT,IS OCCURRING. FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT REQUIREMENTS.IN CASES OF DESCRIPTION OF EXPERIENCE: 25 YEARS SPENT INSTALLING, DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE zw MAINTAINING AND INSPECTING EROSION CONTROL FACILITIES. REQUIREMENTS OF THIS PLAN. CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL g (CPESC). 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN MEASURES SHEET INDEX "I ANTICIPATION OF SITE INACCESSIBILITY: ARE IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE LOCATES (48 HOURS NOTICE REQUIRED) PRIOR To LEAVING THE SITE. EROSION AND SEDIMENT CONTROL PLANS PROJECT LOCATION ONE CALL SYSTEM 1-800-332-2344 FORE 335 FEET EAST OF THE INTERSECTION OF SW WALNUT STREET (GENERAL TELEPHONE, NORTHWEST 0E' rOL 0 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY TWO(2)WEEKS NATURAL GAS, PORTLAND GENERAL Pi EROSION AND SEDIMENT CONTROL COVER SHEEP h AND SW: 45.42 AVENUE IN THE CITY OF TIGARD,OREGON " o W LATITUDE: 45.426533 (14)CONSECUTIVE CALENDAR DAYS. ELECTRIC) � � � z LONGITUDE: -122.806046 G P2 CLEARING AND DEMOLITION 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE REPAIR EMERGENCIES B EROSION&SEDIMENT CONTROL PLAN zs PROPERTY DESCRIPTION DUE TO INCLEMENT WEATHER. DISCHARGE POINT OR DOWNSTREAM LOCATION. 00.33.2�a TAX LOTS 4100,4200 AND 4300(WASHINGTON COUNTY TAX NORTHWEST NATURAL cns - 800-882-3377 P3 GRADING,STREET,AND UTILITY CONSTRUCTION MAP 2S1 04AD)LOCATED IN THE SOUTHEAST 1/4 OF THE FRONTIER - 800-483-4000 Proleu NORTHEAST 1/4 OF SECTION 04,TOWNSHIP 2 SOUTH,RANGE 1 - HOLD APRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT PORTLAND GENERAL ELECTRIC - 503-464-7777 EROSION&SEDIMENT CONTROL PLAN OLSON WOODS WEST,WILLAMETTE MERIDIAN. CONTROL MEASURES AND CONSTRUCTION LIMITS.(SCHEDULE A.8.C.1 3) COMCAST - 888-824-8264 No. 503-61-3600 WASHINGTON COUNTY,OREGON - ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. CLEAN WATER SERVICES _ 503-5487-8100P4 EROSION AND SEDIMENT CONTROL DETAILS 264-004 u INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS VERIZON - 503-526-2220 type a - RETAIN A COPY OF THE ESCP AN ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUREST TO DEC,AGENT,OR THE LOCAL NPDES MUNICIPALITY.DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,RETAIN THE ESCP AT THE CONSTRUCTION ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON Sheet SITE OR AT ANOTHER LOCATION.(SCHEDULE A.&C.1(3)) UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. P1 or P4 S'IE IN W 22&52' STORM SEWER 8'IE INS•12&72' a CURB INLET 8'IE OUIE=228.10 g STORM SEWER KIM•MIRK MANHOLE IEOUTS=233.24' o z0 RIM •237.0r IE IN S732 By RYVW SANRASEWER STORM SEWER IS IN W=W230.5 MANHOLECUPB INET IE OUTE-230.51 / 'F I 3 o z n?Ep KIM B= KIM=23]58' B'IE IN N=229.36' SANIEOUTS•231AV SANITARY SEWER B'IE OUSE=229.10 MANHOLE MM=23151' PRE-CONSTRUCTION, CLEARING 3TORMSEWEN I BIEINW=2z9bT LEGEND 1 x 8'IE OUTS•229.53' N a f/ 1s Z .R CURB INLET SIOM4SEWER SANRARYSEWER AND DEMOLITION NOTES DEP RM=27&00 MISS INLET MANHOLE /x.72 ° _-----331------ - EVS77NO I'CONTOUR l LEI LIT RIM=214.x' SANRARYSEWER W-237.59' I - x kw is - Js STORM SEWER D IE OUTS=210.20 HE OUT W2243]' MANHOLE 8•IEIN S•130.S5' CURB INLET —330—— - EXISTING 5'CONTOUR Ll 0 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT uM=2' ELECTMCAL 8'IE INW""Ar ,M x i� x I- : STORM SEW E' NM=197AT ELECTRICAL 8M INS•21&BY TMNSFORMER VAULT S'HE OUTE 230.23' P�/ -�� -5 IE IN S•733.09' —x—X—X X— - FENCE LINE CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC)MUST BE IN PLACE, vAULr - x� ss�� ARFADRAIN Z FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO E Asa /4 - s „ STORM SEWER NM=2 5i• IE OVEN=7321 —xox—xox xoH— - OVERHEAD POWER LINE C7 COMMENCEMENT OF CONSTRUCTION ACTIVITIES. - - --�. - xv s IEODTN=233.17- N s.. ATTR-fLIsE'TER M� �, —XE—XE—XE— - UNDERGROUND POWER LINE F] p 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, / /. .. / / c P POSE�x _-SANE,- IE IN NW=232.71' —xsD—xsD—xsD— - STORM DRAINAGE LINE FL w BERMS CONSTRUCTED OUT OF MULCH,CHIPPONGS,OR OTHER SUITABLE 'x - / / A / / NSTFIUC e g EIE... IEINS=234.11 w MATERIAL,STRAW WATTLES,OR OTHER APPROVED MATERIALS. Xx sn S.WIWAL UTrSTkEEj / / / w - TRANSFORMERVAULT IE ouT E=231.37- —xss—xss—xss— - SANITARY SERER LINE Z xw. ° TONAL AN ASSOCIATED O ® ate,— w xw - *' r��xss E ECTRICAL TO BE MOVED, xw—xw—xw - WATER LINE a 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO TREES, x$py Wi � x WETLANDS,AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY �xs s�� NTRA ORTQCCOOARDINAZE xc - GAS LINE 5 - UURRLL CCHHEESS DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK s - xcoM—xcowr—xcowr— - COMMUNICATION LINE FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE - -- '�':`•' "` � AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE EIE�RIS -� SIGnAL ——————— - EYJS77NO LOT LINE j1 CONSTRUCTION BARRIER. VAULT ELECNIGL SANITARY SEW It IIIc POLE LOT1 cam\ yvr I / TPANSFORMER VAULT MANHOLE ,LLp BLOCK -------------- - EASEMENT UNE 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF STORM SEWER AIM=235.22' PART OF AC —__ __— CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. § MAnxaE n0�SEWER a"IE OUTE=231.02' DRIVEWAY TO BE - RIGHT-OF-WAY LINE WPB INET ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES, I /� MM 21z]s III =228.72' REMOVED „ RAPE —--—--— - BOUNDARY UNE OF SUBJECT PARCEL Z` o ti STREET SWEEPING,AND VACUUMING,MAY BE REQUIRED TO INSURE I .x ss•IE Ws=zs138' IEOUTW=2z1.w, I ---- �I\ JoRaoR ! DRIP � _ iyy ]5'EOUTN=2/1./2• THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE g% DEED DOCUMENT s ,\ UNEUW,) CULVERT PROJECT. d / NO.200514691 �E o TAX LOT 3900 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND " .31 ACRES I I' \ OUSE / 0 - CONIFEROUS TREE j FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION / / wT1 '.., II I" ,° - DECIDUOUS TREE ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE,BUT ARE NOT UM ITED TO,SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK I m" / DEED DOCUMENT 'IP - X - TREE TO BE REMOVED DAMS,DIVERSION DIKES,SURFACE ROUGHENING,BANK STABILIZATION, B NO.2006-118646 I AND DRAINAGE SWALES. TAX LOT 4000 4 PAPE N 6�TAX LOT 4400 - VAULT AS NOTED Z I .32 ACRES �py� \; \ St,8�Q509 98 ACRES I I - S/Cw AS NOTED Q POWER POLE TO T 'N \ 'E(/IT WIDE PERMANENT EASE ENT LOT13 ® - WATER VALVE J NOTE:THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME=DRY I I 6914 BE REMOVED 2.9' �{\ d UMENT 240.95-062160 - POKER POLE WITH ANCHOR J WEATHER"CONSTRUCTION. =WET WEATHER"CONSTRUCTION BMPs W21 FENCE 5910 185.00' ps- uO SEWER NEED TO BE APPLIED BETWEEN OCTOBER 1 AND MAY 31. I N 586=5625"E 5915 ��\ MANHOLE ❑ - AREA DRAIN/DITCH INLET O I 59241 _ \ \ MM•237.61' - I Lorz QD - STORM MANHOLE 5-WOODEN 0 `N 8•IE INWSNB•11' Z R FENCE Q \ 8"IEOUTE•23111' 05 - SANITARY MANHOLE _- AVER GRAVEL D \ '1 O N I I TO BE R OVE EABE RE MO + 1\ SANNTAAAVUSEWER NIIFENCE \\ - %.� - FIRE HYDRANT Q I IL -- HOLE -HOUSE TO BE \\\ s I 0.�24s.6W 1 — ® Ca - GAS VALVE J REMOVED- .�� 49EWS23154' ]ISI SW BLU 14 -NPLAC o Z -X X- - PROPOSED ORANGE SEDIMENT BARRIER(PERIMETER) C ^\ \ 8'IEOUTN-23135' / \ / LJJ GARAGET E �_- 64.21' i I 6'wooDEN EM05 \� v 5�, ,—�z - PROPOSED ORANGE CONSTRUCRON FENCE Q C z FENCE ON UNE �__ N - W c Lora x 23" /�__ I' X / HED _ spa 6'WOODEN —O—O—O— - PROPOSED TREE PROTECTION FENCE Q O L _ - REMOV�ELYr S� \ ]3l 1 FENCE ON UNE W W %I 6925 ^ 1 5 HOUSE 'S , 6]12 1 \/i Z Nct 'Sm LOT12 I LOTu - PROPOSED CONSTRUCTION ENIRANCE Q 06 O LOT sss] 5�3 Sou 8A4 9T<3€6] ess � „BLUE HERON PARK" Loll Z Z Vol / " I �"/ 0 - DRAINAGE FLOW DIRECTION 0 O C9 fi002 599 E o / 7-- '� x "W LN 6 1 s I yhI, 1y/ / 1�z3 >� H- I y.59!� l GARAGE I / rC 4 //—/r�l/ / / /////// //x/ ///1 Q Lu 0 O I 120 5999 xl - I / // / / 6618j// M za. ,Y 66z [i // 1 / U W O U #yI� Lors acvan v � �� Lv 6 / / / / / / / / / /%i/ I mWu 124\ // soso ]I / 356 // /l j) ry 0 6105 'f,.� 1 : / 1 /6622 662 567 LOT�2 *6055 ACRES C qV BF61S 4 ACRES 'r"' /nE M�I � (I6 2 y 01 I 1 th X26 61R \ERLOT, 621 f - 2 J 3"J4m QoD@ m 0 \ /� TAXLjT41612B+EI S' 2323• 1°\ 9�6198 va; "'71 669 1 LOT., /'WRE I1150 5 g3 y / / S ] 6 FENCE ON UNE / ISM / 6 7 6116 ] /rED RECORD DRAWINGS13 is 6 64s 13f 612zd 00 I' //" DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED Q are \\ 6139 ffi 6133 \ 71 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION \ 5154� 1 Sax / 1 \ 6 710 ]16A p I y.W STORM SEWER 61515 138 63 �608A �I 1 1L °8 I I � 1 I N CATCH BASIN / 36 $ANRARY ER / M I- MM=251.14' ELECTRI0IL 615 15 MANNITE / 644 3 7I 101EOUTSW15235 VAULT fi951 �{ �} 6f{8 1 \ 8'IE INS / Ij 7 26 \I 8'IE IXIfN-3246 \\ 15 /61� / 64 zI I S.W�TRA UIL\LA\NEP BARRICADE /I663/^�I / mk _ X5,/ 616°/ ( b430 / '��' 6 I I/ x D- --F.- '-�e'wmX" D soRM�m 1 / sIs2 1j1 /ll 4'xRRE R TCN W I ( 6164/ I I I /66557331 2 l FENCE ON UNE o NM- 11' ID•IED I I 51 / �// I x STOR EWER •ELECTMCAL 1 I 1 1 ` 1 1 X15 \� / ,LIP/ / j6951- -A 61 /// IBM-25S22' VAULT % ] 6211 I 1 II I 16\\ /6968 84 R I N 10"IEINNE=2572% 5 A 10"I1R' EINSE=25232' 1 1 1]// "IEOUTW-253 LOTS 62 76 /)l / I _( / / / GRAPHIC SCALE P OLSLSON WOODS STORM SEWER ELECTRKAL 145 // /',M9RL 6 5 B MANHOLE VAULT (/ / I 1 �J' � FEON LINE 65]9 Np, RIM•16433 I 1/ /ro // / / 691] - 264-004 '(nN FEET) TylHE h=4o fr. NPDES Sheet P2 Dr P4 Q O O r O °es ayp2A GRADING, STREET AND UTILITY LEGEND ' EROSION AND SEDIMENT ____282____ _ EsnNct CONTOUR a CONSTRUCTION NOTES - '�F ��`x�G - -280 - EXITING 5•CONTOUR Ll 0 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF % 282 - PROPOSED 1 CONTOUR ONE OF THE FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED: E + +s �.- Z - 280 - PROPOSED 5•CONTOUR <7 A VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.SEE - RESTORATION PLAN FOR APPROPRIATE MIX. \ - c. - f I�+s - PROPOSED CATCH BASIN 0 B.DWARF GRASS MIX(MIN.100 LB./AC.) \ - LE;-r -_ _ �- / _ _�.-Lx_--_. - `-\ s x¢�./ - PROPOSED AREA DRAIN10ITCH INLET 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) °° _^g,W/W �l1T§TRE - - --c x"1 n �? S W 2.CREEPING RED FESCUE(20%BY WEIGHT) e X. - / xw a T r� xss - PROPOSED BLOCK WALL z C.STANDARD HEIGHT GRASS MIX(MIN.100 U3./AC.) ® x xw a"yxy^T-'S �xW ^` x s � "CURL ACRES" - PROPOSED CONCRETE WALL O 1.ANNUAL RYEGRASS(40X BY WEIGHT) 2.TURF-TYPE FESCUE(60%BY WEIGHT) - PROPOSED ROCKERY WALL h _._xa - �, '._..• - - EXISTING DECIDUOUS TREE TO BE SAVED 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE s'dLOT I m "W' 1LO1 s SURFACE ROUGHENED 8Y MEANS OF TRACK-WALKING OR THE USE OF OTHER � BLOIXz -X-X- - PROPOSED SEDIMENT FENCE(PERIMETER) APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND M¢ -XX-XX- - PROPOSED SEDIMENT FENCE(INTERIOR) \ 9 h REDUCES RUN-OFF VELOCITY. / o o - PROPOSED ORANGE CONSTRUCTION FENCE 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. og w o - PROPOSED CONSTRUCnOV ENTRANCE y" _ 4. TEMPORARY SLOPE STABIUZATION MEASURES SHALL INCLUDE: COVERING I h HOUSEf� " EXPOSED SOIL ED PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR HOUSE OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION / Lo11 r EX-0 > AND CONFIGURATION. DURING NET WEATHER PERIODS,STOCKPILES SHALL BE - PROPOSED STOCKPILE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE ISREWIRED AROUND THE PERIMETER OF THE STOCKPILE �� \' 6. EXPOSED CUT OR FILL SLOPES SHALL BE STABILIZED THROUGH THE USE OF Z TEMPORARY SEEDING AND MULCHING,EROSION CONTROL BLANKETS OR MATS, I ® LOT 13 /® - PROPOSED INLET PROTECTION(TYPE 4) Q MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES. J SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL \ a MEASURES. PROPOSED INLET PROTECTION(TYPE 5) 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL O MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC I N cz SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. I LOT _^\ l \„ \ - PROPOSED INLET PROTECTION(TYPE 6) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. I --"" / \O \ 1\ Jap j \ /j/j�%/ - TEMPORARY SLOPE STABNZATION O O ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET U\ SWEEPING,AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED I -- AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. _ _? I,$ : S W BLUE.*ERON� V I - - CONCRETE WASHOUT AREA (� 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE Z USE OF BIOBAGS OR OTHER APPROVED INLET PROTECTION SYSTEMS. ALL INLET iti -_� ' x-Fx- / /� NPROTE EmEOTION SYSTEMS ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS _`OT' - - v \J pe/ ,( -L= ®® - OUTLET PR07ECIION N W 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN I ----- --_2�`m_--// \r\\ DRAINAGE FLOW DIRECTION LuLLJ O Q O WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND L _ fll �ER I Im12 LOT ll � 0 W w SEDIMENT-LADEN WATER. I til - - / \ PTTII/JJJI/IT� } O �1 1 I N "BLUE HERON PARK" - STAGING EQPT.MAINT,FUELING PORTA-POTTY, N 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN I \ 'b ('xI/� AND SOLID WASTE AREA cc A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM I I �^� I o w/ j ��I I :;! �_ 06 WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE LOT /� / CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY / \ 3 f^ 24z 4 J Z MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. " ID I WALNUT CROSSING" / �i / < 1 // / 1 / /////// Z O O O' 12. SWEEPING FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED ' EROSION AND SEDIMENT D 3 ~ TO THE STORMWATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND I - 249 / I /V `� / 'I /J / / / ! ! // N Li DISPOSED IN THE TRASH. + _ - - ` % \ i- I / / T -1 l l / r'- CONTROL BMP IMPLEMENTATION Q O o ° 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. ell LOTS / I I/ T / y' / z; / / / / / /�)S// 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT W O I di /ti 249 Q� / '( CONTROL.GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN J N N N 14. USE BMPe SUCH AS CHECK-GAMS,BERMS,AND INLET PROTECTION TO PREVENT 41 I ,/ / / 131 / / ! / / /�� J j i�'�I� PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR RUN-OFF FROM REACHING DISCHARGE POINTS. I / \ /! / I / / I / / / TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 15. COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN I I I/ / // / / /I / / APPLYING SEAL COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THESE ) r O / ` 2. ALL"SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)"SHALL w m u MATERIALS TO THE STORM WATER SYSTEM. N Lore "�/ 1._' '/ ! / I / I I I/ / / BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED _. Y « LL GRADE AS SHOWN ON THESE PLANS. a o a 1. 3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING"MATTING" m g bb m XX \ SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. ¢ Y� PRE-CONSTRUCTION, CLEARING, 12 \\ I 1 � ) 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED 9 rv' u AND DEMOLITION NOTES PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. m 3 u d 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, I 1 'y 5. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY FOLLOWING PAVING @ ' `o 1 // ! I /�' I // / / ACTIVITIES. g o LOT7 �- GRAVEL CONSTRUCTION ENTRANCES,ETC)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INTIAL INSPECTION,PRIOR TO COMMENCEMENT OF { CONSTRUCTION ACTIVITIES W I C \ \ I l r 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS z CONSTRUCTED OUT OF MULCH, R OTHER SUITABLE MATERIAL, STRAW WATTI.ES,OR OTHER APPROVED ED M MATEERIALS. Q Lore -L- 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED NTH ORANGE ! VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR I - / I %\ I CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT I5 CLEARLY - / \ /' h / / w vLz ��\\�\ qz0 / QUI / 1� / 1 H ' -N- BEYOND CONSTRUCTION BARRIER. CONSTRUCTIOENTRANCESHALL 4. BE INSTALLED AT THE BEGINNING OF H moi- X ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED OF TIRE WASHES,STREET v CONSTRUCTION AND MAINTAINED FOR THE DURATION O,THE PROJECT. h SWEEPING,AND VACUUMING,MAY BE REWIRED TO INSURE THAT ALL PAVED I \- $.W�TRA. UILL\A\NE-. S T UI E I Z AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I - s7N( 1 a us➢-SSD-- P X3 / f r { '7 9/ nI 5. RUN AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF oI CONTROL MEASURES INCLUDE,BUT ARE NOT LIMITED TO,SLOPE DRAINS(WITH }I :}t OUTLET PROTECTION),CHECK DAMS,DIVERSION DIKES,SURFACE ROUGHENING, _�-L_ 1 1 / / GRAPHIC SCALE BANK STABILIZATION,AND DRAINAGE SWALES. z NOTE:THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME'DRY ^N FEET) / 20 / WEATHER'CONSTRUCTION. 'NET WEATHER'CONSTRUCTION BMPs y- 3 LOTS ) ` (� 1 I / ////J F /!/ //I ,L h=4-fa. NEED TO BE APPLIED BETWEEN OCTOBER 1 AND MAY 31. zl- Protea / i X`'� RECORD DRAWINGS �L=oNWooD5 , 64-004 DATE 4/20/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED Typ BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION NPDES Shed P3 DP P4 Q O O I- O 0 m E 0. AI a N 3 M4T5 IGWKELS SHOULD 4fU fWE ALLEO MERIMALLY 'Y•y .M MRDEUNI'llSIGN CRITERIA SEEN d OOWNSLOP£. CHAPTER 4 OF CLEAN WATER T Y yY ANDGERSEDI EROSION PREVENTONCONTROL O��L �N1�,..• e M PIANNIEOIMENTNG W OMGN MANLWI. Qp1'2" 5 rlW O r / ` NINMUM 2.OVEGLMCLEAN PR RUN OR 3"-fi"CLEAN RICK p:,0�dPL d ISEAMS. I w U r \ SUBGRFMEM \`ENDS EOTDTIL OF_ GEMILE.AS AS REQUIREDDEPTH pQ'� [r { OVFAVP BTPIGL •20'MIN.FOR SINGLE FAMILY AND DUPI-RESIDENTA- 1P LAN VIEW GRAVEL GDNBTRUGTON =m =O w w O U ENTRANCE f /2" 11 RIP w f pQzw�wr�¢� f a¢Jm PAVEMENT •YF V N ap a I1 STAPLES ISOMETRIC VIEW \tel.\ �q. ::• ••• - ,._, .,e TYPICAL SLOPE ' " SNtNIEN REQUIRED D ME OF SLOPE 1. TH ENTRANCE SHML E EVE BE MNNTNNIN A CONDMON THAT WILL PREVENT TRACKING OR FLOWING OF SOIL STABILIZATION "•'t 5�'. \ SEDIMENT ONTO PUBLIC NORT-OF-WAYS.THIS DAY REQUIRE TOP DRESSING,REPNR AND/OR CLEAN PLASTIC SHEETING OUT DF ANY MEASURES USED TO TMP SEDIMENT. Z `BE \ Z. WN EN NECESSARY,WHEELS SHALL BE CLEANED PRIORI TO MTRANCE ONTO PUBUC RGM-OF-WAY. PROFILE 3. WHEN WASHING IS REWIRED.IT SWILL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE 1. SLOPE SURFACE SAWLI BE FREE OF ROCKS, THAT DRBNS IMO AN APPRQLED SEDIMENT TRAP OR SEDIMENT BASIN. J SLICKS ANO CRASS eYATS/BLANATTS NOTES: 4. WHERE RUNOFF CONTAINING SEDIMENT LAEM WATER IS LEAVING THE SITE VA THE CONSTRUCTION CLOGS, a H L GOOD SOIL CONTACT. ENIRPNCE,OTHER MEASURES SMALL BE NIPLEMENTED TO DWERT RUNOFF THROUGH AN APPROIED SHALL AVT 70 SEAL£ 1.MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. FILTERING SYSTEM. 3 z.wPLr P£RLSAN£Nr s££Bwc e£FOR£Pucm� 2.BARRIER REWIRED®TOE OF STOCK PILE. DIMENSIONS Aul v 3 3.COVERING MAINTAINED TIGHTLY IN PLACE NOTE: 20'LONG BY 20'WIDE B'DEEP OF Y,"MINUS CLEAN ROCK. O 3 LAY BLANKETS LOOSELY ANO STAKE OR CaMMERc AA� STAPLE MAA/NTAIN NR£CTC MCT WITH BY USING SANDBAGS OR TIRES ON ROPES WITH A 1.OSCE ARCING SEDIMENT LADEN EWATER. MR FMTHDt INFORA4TON 7HE SOIL.OO NOT 57RE7CH MAXIMUM 10'GRID SPACING IN ALL DIRECTIONS. M DFURTH CRITERIA BEE SD'LONG BY 20'WIDE 3-6'CYAN RWK, FOR FURTHER INFORAATON LL € 4.S7AKYNO OR STAPLLATi LAIWT PER GOVERNING AUTHORITY MAY REWIRE GEOTEXTILE FABRIC TO ON DESIGN CRIERIA SEE MANUFACTURERS SPEC1f7CAPONS 2 WITH EITHER METHOD REQUIRED (2) CON EROSION PP WATER PREVENT SUBSOIL PUMPING. CHAPTER 4 OF CLEAN FROSONN PREVFNON r 1'.2"WOOD STAKES OR APPROVED Nn CEQMENT CONTROL AND SEDIMENT CONTROL z O EQUAL PER RAG, PLANNING NTD DESIGN MANUAL. PLANNING AND DESIGN MANUAL O sumsls OUTLET PROTECTION CONSTRUCTION ENTRANCE U MATTING SLOPE INSTALLATION Clear,%t Services PLASTIC SHEETING QeanWalel' Services RIP RAP Cleanm,h;r Services C1ean)V&r Services DRAWING NO.805 REMSEU 12-08 Wm tOmm tme"t i.eM... DRAWING NO,810 REMSE 12-OS o....mmltme-L lr eve°`. Detail Drawing 820 REVISED 12-06 •°"°'"min°°-t Le ' Detail Drawing 855 REVISED 12-06 z W z O W w CA 0O 06 o Z O Q J O C) CD Q N z 0 MAY BE USED SHORT TERM R ANGLE FILTER FABRIC W/UTILITY WORK AND W/ W > PHASING OF OEVELOPMENi Q W O U FENCE TO ASSURE SOIL IS TRAPPED FLAW 1"REBPR FOR BAG REMWAL NA T BE UTILITY�SEn GinORK n viiRaHnsmO ff n n � �� JLLLllLJLIL��'. DEVELOPMENT TIGHT TO CURB J CATCH BASIN GRATE INTERLOCKED Rw r r r z Li � Li 2"X 2"POSTSLLJ AND ATTACH PLAN VIEW - CATCH BAST m NTS AREA DRAIN CATCH BASIN o yy -CATCH 6 BASIN EXPANSION RESAINT N 3 USE STITCHED LOOPSWTR Tram lNtlmaal pa. OVER 2"X 2"POSTS NOTES: 1. BURY BOTTOM OF FILTER FABRC B' FLOWF— m VERTICALLY BELOW FINISHED CRAOE. FRONT m C It N 2.2'N 2'FIR,PINE OR STEEL .. ry 'I FENCE RSTS ATTR MR USED i1R Ll O --- FLOV! STORM PIPE—j TO irr 3.POSTS TO BE INSTALLED ON UPHILL ADE OF MOPE. O •• 0.DRENCH. BOTH SIDES OF FILLER FABRIC F3 TRENCH. S PANELS MUST BE PLACED M•~ ,` '++ ACCORDING TO SPACING ON PROFILE DETML-.940 DITCH INLET PLAN VIEW 2"X2-X%-RUBBER BLacrcs NTB NFILTERPL WOVEN NOTES. 6"overlap of U.S.b ( ) FILTER FABRIC MATERIAL 1. ADDITIONAL MEASURES MUST BE .r 36°WIDE ROLLS CONSIDERED DEPENDING ON SOIL TYPES. WOVEN POLYPROPLENE SACK TOP An' 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING INSTALLATION NOTESI 2 •I m I II (2)Rl"x2"WOODEN STAKES OR 21 NOTE: 1. INSTALL SOLID FABRIC SIDE DOWN MESH SIDE UP. APPROVED EQUAL PER BAG. 2 ATTACH i0 CATCH BASIN ORATE AT A MINIMUM 6 WMAXIMUM SPACING FOR FURTHER INFORATDN NR FURTHER INFORMATE N ON DESIGN CRITERIA SEE FOR FURTHER INFORMATON 1. RECESSED CURB INLET CATCH BASINS 3 LIICATIONS TIGHT TO CURB WITH 1/4'ZIP TIES, �I CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30"610-BAGS TO ON DESGN ONTER,SEE MUST BE BLOCKED WHEN USING FILTER CHA CHANTER 4 OF MEAN WA FOR FURTHER INFORMATION FRONT VIEW SERMCES EROSION PREWNTON PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS.SIZE OF FILTER SENMCES ERSIDN PR NTIIOry MAINTENANCE NOTES ON nES GN CRITERIA SEE O AND SEDIMENT CONTROL 59TMLE5 EROSION PREYENTON AN IENMENT CONTROL 1. CRY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO BE CHAPTER 4 OF CLEAN WATER NT`' PUNNNO AND DESIGN MAMMAL. HAVE 4 BAGS AND THEY SHALL BE AND CEMENT CNYTRW FABRIC INLET SACKS TO BE DETERMINED R AND DESIGN AURLIAL CLEANED UP AT THE END OF EACH WORKDAY. SERVICES EROSION PREVENTION OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. BY MANUFACTURER. 2. REPLACE U-SHAPED FILTER HAG AS NECESSARY TO AND SEDIMENT CONTROL PREVENT WOOD CHIPS NION ENTERING THE STORM SYSTEM PLANNING AND DESIGN MANUAL INLET PROTECTION INLET PROTECTION SEDIMENT FENCE TYPE 4 TYPE 5 C1eanWater��Services INLET PROTECTION G7eanMk;er Services CleanWaler Services TYPE 6 C1eanWaher Services -Imr. emc-mmitmevt it-lem' DRAWING NO.920 REVISED 12-03 Wur i-mmitmev it vlevr. DRAYANG NO.925 REVISE 12-09 .nWa..LR.e -leer. DRAWING N0.875 REFUSED 12-OB DRAWING N0.975 REVISED 12-ae A Project OLSON WOODS RECORD DRAWINGSNO X64-004 DATE 4/20/201 6 THESE RECORD DRAWINGS HAVE BEEN PREPARED INPUTS BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Sheet P4 DP P4