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Hoggans Park �a9y W MODONALD ST p2m.l' 0 Q BONITA —N a GuANt, -,'-';,� PARK SITE SW BATTLER ST p ROSS N p U K S NTON DR v' K A 12 LOT SUBDIVISION PROJECT ON TAX LOTS 500, 501 AND 600 MAP T2S RI W12CB J ! I 0 9� �7 Z C7 N W - -- o r — I VICINITY MAP a N.T.S. SW ROSS ST I -- I UTILITY COMPANIES w aI - WATER -CITY OF TIGARD 2" o - - SEWER -CITY OF TIGARDf/� ------------ — ------- --------------I --'-----------------� � I STORM -CLEANWATER SERVICES � GRAPHIC PHi SCALE GAS -NORTHWEST NATURAL GAS I I I ELECTRIC -PORTLAND GENERAL ELECTRIC I I I 4 h I I IN FEET) TELE -FRONTIER I 1 1 inch = 20 ft. CABLE TV -COMCAST 1 `; I I I SITE INFORMATION 2 II VERTICAL DATUM TOTAL AREA: 1.8 ACRES LOCATION: T2S R1 W SEC 12C6 I BENCHMARK:CITY OF TIGARD BENCHMARK NO. 171 TAX LOTS: 500,501 AND 600 I 1 I I I I I I DESCRIPTION:SET IN CURB ON NW CORNER OF THE 5INTERSECTION OF SW 79TH AVE.AND GENTLEWOOD OWNER DRIVE. RICK&GAYLE HOGGAN ^ I I I W15233 185.220 FT. 15233 SW 81 ST AVE TIGARD,OR 97223 - - — 6 I Cl) SHEET INDEX APPLICANT W � 0 1 I I C0 --- SFA DESIGN GROUP,LLC N <¢ w 8 7A 3 1. COVER SHEEP PORTLAND,OR 97223 W a d I i I 9020 WASHINGTON SQ DR,SUITE 505 N 0 TRACT "A" i �. 0) cc 2. CONSTRUCTION NOTES z 3. EXISTING CONDITIONS AND DEMOLITION PLAN PHONE(503)641-8311 /FAX(503)643-7905 I a 1 CONTACT:MATTHEW L.SPRAGUE 0 0 I I I 4. GRADING AND TREE PROTECTION PLAN 1 5. STREET PLAN — 6. CURB RETURN PROFILES LANDSCAPE ARCHITECT — — — 7. TYPICAL STREET SECTIONS VJ ' I 8. COMPOSITE UTILITY PLAN 5214 N.WILLIAMS AVENUE ASSOCIATES 9. WATER QUALITY FACILITY PLAN AND PROFILE 5214 N. PORTLAND,OR 97217 10. SW 81 ST AVENUE STREET AND STORM PLAN AND PROFILE 1 PHONE(503)242-1477 0 's SW NORFOLK LN CONTACT:JOE PERCIVAL11. SW NORFOLK LANE STREET AND STORM PLAN AND PROFILE — —Qf _ 12. SW ROSS STREET STREET AND STORM PLAN AND PROFILE 13. SW 81 ST AVENUE SANITARY AND WATER PLAN AND PROFILE � � a z I I 14. SW NORFOLK LANE SANITARY AND WATER PLAN AND PROFILE PROJECT ARBORIST .o 15. SW ROSS STREET SANITARY AND WATER PLAN AND PROFILE s > I MORGAN HOLAN f _ _ 16. SIGNING AND STRIPING PLAN r � I 17. WASHINGTON COUNTY SIGN LEGEND 3 PKWY,SUITE P-320 _ ------ -- —: --_ 18. WASHINGTON COUNTY STRIPING LEGEND LAKKEE OSWSWEGO,OR 97035 19. CONSTRUCTION DETAILS TIGARD STREET DETAILS PHONE(971)409-9354 20. CONSTRUCTION DETAILS TIGARD WATER DETAILS 21. CONSTRUCTION DETAILS CLEAN WATER SERVICES LOCATES 22. CONSTRUCTION DETAILS CLEAN WATER SERVICES 23. CONSTRUCTION DETAILS CLEAN WATER SERVICES C4$ HOURS NOTICE REQUIRED) ——————— ® I ONE CALL SYSTEM 1-800-332-2344 I (GENERAL TELEPHONE, NORTHWEST i I ELI. STREET LIGHTING PLAN ELEC RAL GAS, PORTLAND GENERAL OR 9 I 10 I I I I Ll. TREE PRESERVATION AND REMOVAL SITE PLAN o p L2. STREET TREE CANOPY SITE PLAN �( 0 L3. WATER QUALITY FACILITY PLANTING PLAN I I L4. WATER QUALITY FACILITY NOTES I I I j REPAIR EMERGENCIES 332- P1-P5. NPDES 1200-CN PERMIT SET QWEST NORTHWEST NATURAL GAS 800-882-3377 _ 503-242-6064 I q' N _ -- -- PORTLAND GENERAL ELECTRIC — 503-464-7777 COMCAST _ z I CLEAN WATER SERVICES — 503-681-3600 — — —— — _ — 503-547-8100 Prled ——— VERIZON — 800-483-4000 HOGGANS PARK V�EC®R® DRAWINGS ADOPTED BYOTHEON LAW REGONRUTTIUIRES ILLITY NOTTIU TO IFICATIONLLOW CENTER. Ne285-010 THOSE RULES ARE SET FORTH IN OAR 952-001-0010 Type DATE 5 16 2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED THROUGH OAR 952-001-0090. AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Sheet 1 of 23 (SAL COADMONS GEAERAL COMMONS EXCAVA-i7ON AND G9ADAG a 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 31. THE PERMIT HOLDER SFALL PROVIDE TO THE CITY INSPECTOR,IN WRITING, THE NAMES 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED, THE CITY MAY LECa91D o a 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. 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 "r@ 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, o TRAFFIC CONTROL DEVICES FOR.STREETS AND HIGHWAYS",U.S.DEPT.Of INSPECTOR,IN WRITING, L ANY/ALL ASSIGNMENT CHANGES. AT ANY TIME. " �� COSTING TREE i f2 n 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.BE �t...J EXIsrWc SANITARY SETTER UNE 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 CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS EMNIG STORM DRAIN LOVE g, 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 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 B EXIsnxc WATER ONE CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. CONTRACTOR SHALL NCTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. EXISTING SANITARY SERB MANHOLE d 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT.ANY TIME,WITHOUT HAVING 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM � /EOSTWG CATCH BASW a FIRST 08TAIND 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 EMNNG STLWN DRAW MANHOLE d RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TORIGH 7-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. ACHIEVEDBY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE EVSNG WATER VALVE 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 BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST PROVIDED. THE UNDERDRAIN, -�, J EnSTNc FIRE HYDRANTREQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC,EQUIVALENT C7 TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. TO EXXON GTE 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SANITARY s11ER UNE z 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A SIX INCH LAYER OF 11h" - 3/4"DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK SANITARY SEWER MANHOLE e0 GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH PRE-ACCEPTANCE NIDD INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER VAT}I THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH siae,M DRax NNE rl w END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION SHALL PROVIDE THE CI-Y WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO CATCH BASW-CO,OSCB G 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 STORM DRAW MANHOLE 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED 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:' AT FINISH CURB WTEi Z NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK CORRECT ANY DEFECTNE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE Y/, CYEANOUT O STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ASSURE PROPER FUNCIIONING OF THE FACILITY. ALLOWED IN THE STRUCTURAL FILL. WATER UNE a 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 e"w 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 slowl' 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. VALVE WATER MERE j 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 STREETLIGHT CITY MANAGER. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE(3) YEARS PERIOD, THE DEVELOPER REPORT/RECOMMENDATION CHANGES. THRUST BLOCK "T 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 EWE HYDRANT � �,� N 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. SIGN 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 UTILITY POLE UNLESS AUTHORIZED BY THE CITY ENGINEER. PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER EDGE OF EVSTING PAVEMENT-EP 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE 12 FEET; PEDESTRIAN TRAVEL SHALL TEMPORARY WNSTRUCTNN DRIVEWAY "yam - °1 0 ( ) FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. ENCOUNTERED. ey BARRICADESWEET �. 4- 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS ALSO BE PROVIDED FOR. 8 MINIMUMTHE OF THREE CTOR STESTS HALL HWILL EAVE EREQUIRED SOILS N FOR EEACH K2 FEET OF(FILL ON TESTS A I" U aSCMC '�fj✓` 0QY" o AS MAY 8E NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC WATER SUPPLY 9. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY i u TELEPHONE RISER a SAFETY. - PRE-NOTIFICATION, ETC.). > 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE WELL-AS NOTED .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 ,. -� TExtE- ASNmEO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW(CIN OF TIGARD SUIVACE STORM WATER ESTABLISH A PLACE,.TIME,AND DATE FOR A PRECONSTRUCTION MEETING. PUBLIC WORKS, WATER DIVISION)STAMPED APPROVAL ON CONSTRUCTION PLANS. I UTaNac1 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS INSPECTOR,AL 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE ROAN r uaxuLMNT BOC DICKMAN AT 503/718-2463 TWENTY-FOUR.(24)HOURS PRIOR.TO COMMENCING WORK, CONSTRUCTION SITE AT ALL TIMES. ROAN �MM 02110117E SURFACE TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING 3" ALL,COIN75 TO BE RESTMMNED" F -1-- BRUSH/TREES WORK COVERED BY THE PERMIT. 4. VALVES 70 BE OPERATED BY TPW PERSONNEL ONLYI 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH _ 4,,•.✓ TOP OF MANHG[RIM 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN m WTCRT OF SFWERM CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ASSOCIATION)STANDARDS CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A RRawS ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS AND PROVISIONS AND TO 6. ALL WORK WILL BE INSPECTED AND APPROVED BY CITY INSPECTOR. RELATIVE DENSITY OF 95%OF T-99. 4"ROCK IS THE MAXIMUM ALLOWABLE SIZE. ®---ROC(OUICROPPRTG THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE 7, ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT-LINED, OF NEW MANUFACTURE 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT HANGCAP RAW&9"" CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS.CHANGES AND MADE IN THE USA PIPE SHALL BE"TYTON"JOINT DUCTILE IRON, CLASS 52. ALL 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 FITTINGS SHALL BE MJ(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE PERFORMANCE. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL ENGINEER. 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE SHALL BE 4'A"-0"GRAVEL. PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE,OTHERWISE CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. ASSIEW HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 10. POURED CONCRETE THRUST BLOCKS Of AT LEAST EIGHT SQUARE FEET OF BEARING M �rJA {A 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS(SEE DETAILS FOR V1ow DAWA�W W KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE MINIMUM BEARING AREAS). AC ASPHALT CONCRETE PC POINT OF CURVATURE 0 CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER 11. A 4"x4"x8'-O', PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER 1, THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALLAB AGGREGAIE BASE SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY ENGINEER. PI PROP OF INTERSECTION 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS BCR BEGIN NC CURB RETURN 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2' IPI TEE AND 2" IPTz110 R PROPERTY LINE Z INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&D By BENCHMARK PTC POINTT OF TEAN(ENCYVRVANRE z ( OP BEGINCAST VERTICAL CURVE REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJx6"FLG. (FLANGE) TEE, 6"FLG. X MJ GATE 07_20) OP CAST IRON PIPE PVC pOLy-NNtt CHLORIDE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. VALVE, 6"MJxMJ HOLDING SPOOL, 6"MJ, 5-1/4"MVO, 3-PORT(2-2%"NST HOSE 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND CJ CONTROL JOINT R RADIUS 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD CONNECTION, i-4/T"NST PUMPER), 1Ye"PENTAGON OPERATING NUT, OPENING LEFT, MEET THE COVER REQUIREMENTS OF SECTION 3.06.10 CWS R&O 07-20. CI- CLASS RCP REINFORCED CONCRETE PIPE Z GRASS MIX; SHRUBS,FLOWERS, BARK DUST,EXISTING SIGNS,PAVEMENT MARKINGS, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 4. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH f CENTERLINE R/W RIGHT-OF-WAY ED MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED,WITH UKE 6790,CLOW MEDALLION C.W.S. REQUIREMENTSCMP CORRUGATED METAL PIPE. S SEWER U Y LD KIND AND MATERIAL. 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH CMU CONCRETE MASLWARY UNIT SD STORM DRAW 0 Q 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE 1�{A CUBIC YARDS OF CRUSHED 2"-%" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF ���pp♦py G�1�p� CN CABLE GO CLEANOUT SL SEVER I9OIV STA STAR TIONu�L cn WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. V7fV1IM &CCW"S DT DROP INLET STD.DR STANDARD DETAIL Z PROPERTY AND THE RECEIVING SYSTEM IS.NOT ADVERSELY IMPACTED. THE CITY MAY AT 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A DIP DUCTILE WON PIPE T TELEPHONE N Q p ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED E ELECTRICAL 7B THRUST BLOCK EFFECTIVE DRAINAGE CONTROL. DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE IN ACCORDANCE WITH CLEAN WATER SERVICES(C.W.S.)STANDARD SPECIFICATIONS R&0 ECR END CURB RETURN TC Top OF CURB l7 Q 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" 07-20. EJ EXPANSION JOINT 7CI ROI OF CONCRETE 0 p U NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR OF SEPARATION BELOW THE WATER LINE. 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION EL ELEVATION TD TOP OF DIKE 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH)SHALL 3.06.10 CWS R&D 07-20. � END VING TICAL CURVE I TOP OF FOOTING CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH ff FINISH FLS TO TRP OF IND IF EX THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES FG FINISH GRADE R TRAFFIC LIGHT EXPENSE. THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. �/p ,T/� PH FIRE HYDRANT TL TRAFFIC LIGHT bVSPEC"17ONS FL FI.OBTJNE TI TOP OF PAVEMENT 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO FLG �� TDR. TYPICAL HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO TW TOP OF WALL NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS GM GAS METER LLP NTIBFlED CLAY PIPE s BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATECHECKLIST ON SHEET 7. 08 GRADE BREAK WT VERTICAL POINT HE INTERSECTION BE APPROVED BY THE CITY IN ADVANCE OF WORK.PERFORMANCE. CONTRACTOR SHALL HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF OSP GALVANUED STEEL PIPE W WATER c DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER HP HIGH PUNT IMT WATER METER o COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MGL MILLIGRAMS PER LITER). L CURVE LENGTH A WATER VALVE t 22. A TEMPORARY HARP-SURFACE PATCH(COLD MIX A.C. OR HOT MIX BASE PAVING)SHALL / ( ) o DELTA(CURVEOMATR CENTRAL ANGLE) BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING ACALCIUM/SODIUM LF DNEAL FEET 3 pppROOMpmy .. o HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE MH MANHOLE x PERCENT TRENCH,ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. MJ MECHANICAL JOINT ' m h FRESH(POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE t LESS THAN THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE CHLORINE-WATER SOLUTION IS OF THE O FLOW EO STRENGTH. TREATED(CHLORINATED) NLC COOTCENTERWaUDED INACH CONTRACT 3 RESULTING FROM THE PROSECUTION OF THE WORK. OCEW CENTER EACH WAY GREATER THAN 2 - a ti 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL a (ROADS,DITCHES,ETC.).AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A WORK AUTHORIZED BY THE PERMIT.CORRECTIVE WORK SHALL BE DONE AT THE PERMIT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE HOLDERS EXPENSE. UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY-DISPOSE OF THE THAT NO UTILITY INFRASTRUCTURE IS DESIGNED ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO TO BE WITHIN ONE(1) FOOT OFA SURVEY ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEC. AFTER � MONUMENT LOCATION SHOWN ON A SUBDIVISION BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS ��}}(I�� I CERTIFICATION OF INSTALLATION COMPLIANCE(FORM ATTACHED). IN ADDITION, THE DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER B ECO"RD DRAWINGS A OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL 6 Yl l'����999 i{Y---\ii FINAL FIELD LOCATION CHANGES SHALL BE TESTS WILL BE TAKEN BY TPW. PERMITTED IF THAT CHANGE WOULD CAUSE ANY APPUCANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH 17. PROVIDE AN ECLIPSE NO.88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, I DATE 51161201 THESE RECORD DRAWINGS HAVE BEEN PREPARED UTILITY INFRASTRUCTURE TO BE PLACED WITHIN Q POINTS FOR EACH STRUCTURE(MANHOLES, CATCH BASINS,WATER VALVES,HYDRANTS ST. LOUIS,MO 63102. THE SAMPLING STATION SHALL BE 2'-0"BURY, WITH A%" BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION THE PROHIBITED AREA. AND OTHER WATER SYSTEM FEATURES)IN THE DEVELOPMENT, AND THEIR RESPECTIVE X FIPT(FEMALE IRON PIPE THREAD)INLET,AND A-%"UNTHREADED HOSE NOZZLE. ALL AND Y STATE PLANE COORDINATES,REFERENCED TO HAD 83(91). INCLUDE ACROBAT SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, (---.PDF)FILE AND ONE 11X17 COPY OF AS-GUILTS. ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO - 25. A SEWER SYSTEM AIR-TEST AND(V.H.S.) T.V. TEST REPORT AND.ONE SET OF BLUELINE KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL "AS-BUILTS"(OF EITHER OR BOTH THE STORM AND SANITARY.SEWER SYSTEMS) SHALL BE WORKING PARTS WILL EE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY DIGGING. A COPPER VENT TUBE(STANDARD)WILL ENABLE THE SAMPLING STATION TO BE LDRAN TENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS BUILDINGS TO THE SEWER SYSTEM. PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA 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. GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A 74"BALL VALVE SHALL BE XISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER PROVIDED IN PLACE OF THE X"PET COCK ON THE VENT PIPE. FY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY INGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY AGREEMENT NOTE //5.) OTHERS(OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM S, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO OF A DCVA(DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPUANCE.SUCH THE WATER METER. IN ACDTTION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. INDUSTRIAL, AND INSTITUIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER 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 OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BEACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. INSTALLED ANO TESTED EY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER KING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 29. EXISTING MONUMENTS,PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. DIVISION, BEFORE WATER SERVICES CAN BEGIN. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 19. UPON COMPLETION OF iNSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNERREPLACEMENT SHALL SIE AT THE PERMIT HOLDERS EXPENSE. ORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE HOGGANS PARK 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL ANO SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% HE OWNER OR THE ENGINEER. Ib.FINAL LIFT OF ASPHALT HAVE BEEN PLACED. FOR TPW INSPECTIONS,WATER LOSS,OVERHEAD, ADMINISTRATION,SAMPLING, ETC. AND 2 %FOR ENGINEERING REVIEW, INCLUDING"AS-BUILTS"DRAWINGS, UPDATING MASTER MAP, 285-010 INTERSECTION MAPS,ETC. RACTOR SHAL_ VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF EXISTING 1,A, TIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF AS BUILT K. BMTU mommomw 2 of 23 ° o STORM SEWER �luxrn xwerc v o m SANITARY SEWER AREA DRAIN MANHOIE(CWS#178631) MANHOLE(CWS#SW65) RIM TOP-19BA6' I I I S^ f RIM=199.93' RIM=200.67' IE OUTS=196.86' I 4 STORM SEWER 'fn 12"IE IN NE=196.93' AREA DRAIN 8'IE IN NW=194.33' STOP SIGN AND 12"IE IN S-196.98' RIM TOP=198.61' 8"IE IN W=193.95' /� �� REMOVED AND �SA IT YSEWER y =� EXISTING 12"IE OUTW=196.68' 12"IE OUTSW=19706 R'E =1 POST TO BE _- REPLACED ACCORDING TO M H LE3CW5#56397) -N- SIGNING\ 30.00' EXISTING MAILBOXES TO PLAN T = 03.6' --- --- ----- -2000' BE REMOVED / 8"E 1 N=194.52' d N 7 ------ --- --1 Lg---- -- 8'IE Id W-392.52' LD O __---_----- � - x RIME a.JT5=192.36' ¢ 6W ROSS STREET a8"SAMITARY O - - C7 -- \x�H 'I12 20.00' FX.8"WATER ® I I W Ex-8'WATEft XpH\ moi. 3000' 09 l� ®oo STOP SIGN-�_ I GRAPHIC SCALE w \ 583'3g00E x ,(09.00' -. zo xo w Z " -ROH=x��On atm-xOr -xm__xd=xd_xd XOH-LXOH-'-�, I O D- 89'3900"W• 66.13' I -N 89'39'00'W - SD12' I +�'\ (IN FEET)3 -- EXISTING WATER METER I �( STORM SEWER � � `�(, TO BE REMOVED AND CATCN BASIN ' LINE DAPPED I ;�G IT- RIM=199.70' .,��- X / I LEGEND: STING FIRE HYDRANT Qs\ I IEOUTN=197.25' tO BE REMOVED AND REPLACED ACCORDING I WO�NER BLOCK -. I I TO UTILITY PLAN 1\ -STORM DRAINAGE UNE -CONIFEROUS TREE a •- o �'.'� I CONCRETE 2 x -SANITARY SEWER LINE �� DECIDUOUS TREE �- LOT 19 EXISTING POWER POLE TO BE GARAGE I EXISTING POWER POLE ro BE I I © IE IN N=199.17' o '+ HOUSE I a -WATERLINE REMOVED.POWER LINF TO c REMOVED.POWERLINESBURL TO - - -VAULT AS NOTED > BE BURIED. „J TO BE - BE BURIED. I 3 I -GAS LINE i m I I m I ® -WATER VALVE REMOVED .. to EXISTINGO I LOT LINE GARAGE TO I I - - _ ® -WATER METER .; BE REMOVED _. _ I �., 8'CONCRETElR ----------------------------- .EASEMENT LINE UTILITY POLE STORM MANHOLE WITH ANCHOR E/ I I 25.00 20.I ( IE D5=199.0] 1'CONTOUR -AREA DRAIN/DITCH INLET/CATCH BASIN 'BELI I ----- 200-- --- -5'CONTOUR LOT 38 I REMOVED. I 6TOPAMENII /`� '. I I MEN , � ,EQ �. I -RIGHT-0FWAY LINE - -SANITARY MANHOLE X X 3 / I - RIGHT-OF-WAY CENTERUNE �-FIRE HYDRANT i I v SHOP I "HAMPTON COURT" SHED -TAX lAT6W 0.36 TO BE I I 1 uj BOUNDARY UNE OF SUBJECT PARCEL -FIRE DEPARTMENT CONNECTION Q zI ACRES SUSPECTED 18 REMOVED - 1 _ ( -WALL AS NOTED O -LIGHT POLE z T LTANK.NOTRACTDONEO ^ I N I xDN-xOH xos -OVERHEAD POWER - I SEPTIC DRAIN FIELD AND EXISTJNG STREET SIGN TO BE 12"CONCRETE MAILBOX TANK.CONTRACTOR TO REMOVED AND REPLACED gm I FENCE AS NOTED ® S/1 LOCATE AND REMOVE I ACCORDING TO PROPOSED I I I H IE IN N-197.55' -GAS METER z $�6'WOOD EN FENCE SIGNAGE PLAN I I ti O ON ONE EX NO ---1a0-----------I SHE -COMMUNICATIONS U (UNCTION BOX NE © z 3 -ELECTRICAL METER g I SHEDIST] BE- I i h ❑O - REMOVED /� I -COMMUNICATION PEDESTAL z a / I -EXISTING CONCRETE z N 89'40'26"VjL _- 109.13' FRANCHISE UTILITY JUNCTION oI -ELERRICALRISER 0 z Z 1117 L0716 BOX TO BE DEC OMISSIONED AND I f. I V Q Y O REPLACED ACCORDING TO (,'., •EXISTING ASPHALT PAVEMENT w o I -TREE TO BE REMOVED H Q PROPOSED UTILITY PLAN z I z CL w m I I p OQ o I EXISTING BUILDING FOOTPRINT V1 U w GRAVEL TO BE DRIVEWAY �P-W- IE ® X Ly O (7 SANRA�SEWER MANHOLE��I� VAULT I I Lu S H RIM=1 61' TAX LOT 5001.23 ( ACRES OUT W 394,51' 12°CONCRETE _ E IN N=195.77 ,max.. x____ _ _ ___ ____ ---------- INGRESS ___ _ ___ '.. 9-1- - _ INGRESS AND EGRESS EASEMENT � STORM SEWER DOCUMENT N0.89031713 CATCH BASIN I I FRP. SE L1TY JUNCTION & °T�-' - RIM =198.24' LL L - IE OUT S=196.06' :. ( I BOX BE ECOMIss1ONED AND c a �����REP ED CCORDING TO EX. SANITARY IROWER i _ pF10FIOSED UTiIITY PLAN o 0 RISE N84'2420 W ,90.00__ '.2100'- .- ..- i - s EX.15 Sf _. I 10*CONCRETE I �• d 1' L�5 I I ..-a IE OUT-5=194.76'���- 0 EOUT5R 194.90' RECORD DRAWINGS 5W NORFOLK LANE FRANCHISEun'm�'xacT'oN I ®� I_ BARRICADE BOX TO BE DECCJMIS$JONED AND �-21•� EX.B"WATER TO BE REMOVED REPLACED ACCORDING TO � c PROPOSED UTILITY PLAN I ACRES TAX LOT5010.21DATE 5116 THESE ___ __ STORM SEWER - I BASED ON FRED OBSERVATION AND SURVEYED INFORMATION� a, CATCH BASIN $ RIM=193.30' EXISTING 8 Y IE OUTS=195.82' I I F EXISTING I, SIDEWALK TO I CULVERT TO STORM MANHOLEECWS#178695)ER BE REMOVED HOUSE I I I z RIM=196.76' I I I . W BEREiMOVED BENCHMARK IE IN NE=195.46' I DOCUMENT NO. 8I I I( �•-, IE IN SE=195.48' CONTOURS AND ELEVATION NOTED ON THIS MAP ARE 8331713 g I II BASED ON CIN OF TIGARD BENCHMARK NO.171 15"IE OUT W=195.36' I I I I ( 12"CONCRETE HAVING AN ELEVATION OF 185.220. LOT 15 �,,j EXISTING cl I I (G IE INH=193.9] ITHIS NTERSECTION OF IS 79TH AVE.THE NWCORN OD DRI E SHED TO BE I U SANITARY SEWER SET IN CURB OF SW 79TH VE.AND GENTLEWOOD DRIVE REMOVED z I 11 I - MANHOLE(CWS#58123) I i I ) I / PoM=196.32' CONTOUR INTERVAL 151 FOOT. /JV RI ME IN 6.32' 96' 8°IEOUTS=188.92' 6'WOODEN FENCE I) ON uxE HED IO.WDOCUMENT WIDE UTILITY31713 M IE CONCRETE i 12"CONCRETE DOCUMENT N0.89031713 IE OUTE=194.33' �IE OUT S=193.64' - a -e � 90.00' I NOTE S 89'24'20"E 257.24' STORM SEWER THE BOUNDARY OF THE SUBJECT PARCEL IS SHOWN BASED B �-�- a --- EXISTING h DITCH INLET ON SN 23,322(WASHINGTON COUNTY SURVEY "ASHFORD OAKS NO.2* CULVERT TO I RIMTOP=195.48' RECORDS). BE REMOVED I I IF IN N=188.67' THE LAND AREA OF THE SUBJECT PARCEL IS 78,258 SQUARE $ I I I5"IE OUTSW=188.67' FEET. L0T41 LOT 42 LOT 43 LOT 44 LOT 45 L0T46 25.00' 25.W THE UNDERGROUND UTILITY LINES DEPICTED ON THIS t I L0T47 SURVEY ARE BASED ON A COMBINATION OF SURVEYED HOGGANS PARK UTILITY PAINT MARKS AND MAPS AVAILABLE FROM •' I A WASHINGTON COUNTY AND CLEAN WATER SERVICES.THE N0• io �I LOCATION OF THESE LINES AS SHOWN ON THIS SURVEY ARE 285-010 I I I II •'31 APPROXIMATE ONLY AND SHOULD BE VERIFIED BEFORE ANY Toe CONSTRUCTION ACTIVITY. AS BUILT Shut 3 of 23 a 9i LEGEND: - --- -1'CONTOUR -CONIFEROUS TREE S IR m 5 -- — - -------zao------- -5'CONTOUR -DECIDUOUS TREE 508m $m a o LEGEND(PROPOSED): `�-TREE PROTECTION FENCING z 199 -1'CONTOUR LINE 172 0 TW-TOP OF WALL ELEVATION O 5.0'167.0 FG -FINISHED GRADE ELEVATION - _ 200 -5'CONTOUR LINE � z y — w i s ----- �- I \ I. . . .. . . . . . . . . . �. . _ — — n M I e N J UU'n,ROSS .OSiS ST V O� ------------ ---- -------- \ J i 202 � i I 2 X01-- I GRAPHIC SCALE I 2s � ,if to 5 I �. i I (IN FEET) 9L^' dI N 199.5 T N 019.0 Tw 89 . inch=ao&. 196.0 FG 2.0,199.0 TW /_ II ®_ 198.0 TW 797.0 FG 197.01960 PG yD 199 D ➢V ' II i 200 — — — _ — n 2.0 199.0 TW �[ O 1 6 .i �. ® d w IN I lIm .a 19B.o W /fes 1 ® z O i$ 197.0 FG /��T ��\\ '\ \. � Cal _ {m 198.0 TW 199.0 TW. 06.0 FG 196.0 FG 119890 TW 19 TW 20'196. 194 AS FG �I– 10 / I 1980. TW- 197 -- i 197.5 FGI 197.0 W ._-- 198�m X14 ®LIQ-LSV �' a -- �. e o I lr " RECORD DRAWINGS _ —i-T- 199 — -- -- \ I, i . . �--- • DATE 51161 2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON FEW OBBERVATION AND SURVEYED INFORMATION I 199 I i �• . . PERMIT -d I I I TOP OF AREA HOUSE SLOPE BOUNDARY I - III i'' HM2 BUT 2 FT. 1® �7 I •� MMNMUM AND 70 9 I r it FT.MAXIMUM r I � i I PERMIT j I;. .i I4i,l BOUNDARYTOE OF CUT OR FILL NATURAL OR I 1 I 1I1 I (J SLOE FINISH GRADE H/2 BUT 2 FT.MINIMUM • <-: - AND 20 FT.MAXIMUM _ i nNSHAGRADE $ ------------------------------ how HOGGANS PARK r GRADING SETBACK DIMENSIONS PER ft WCGO-14.12.300 FIGURE 4 285-010 L I roe NTS AS BUILT 9" 4 of 23 -- — — — — — — — — —J ° . . i (SEE SECWNDEFAfL SST I i L] 0 (D z W----- -- -------------- -- �. .. -- -- ----- . GRAPHIC SCALE z i5U oo. . n- r, 4 0.0. I I � I i . .I. . .� (IN FEET) 1 I inch=ao k. I M RECORD DRAWINGS 1 DAIS 5116/201 6 THESE RECORD DRAY,%=HAVE BEEN PREPARED BASED ON FIELD OBSERVAIM AND SURVEYED INFORMATION C9V/6iMCUM DATA cnI I L O O I e =24'05100' a =22a6'00• _ I I 7 I TRACT "A" 1 � T =39.47' T : 37.29 C 3 L - 77.77 L = 73.60' I I 12 I j I i I I I I _ ---- --- -- — ; cOA67BW oHna�s 4 (PRC=2+69.97 .—�f _ RzsD' I I - STANDARD DRIVEWAY W/LANDSCAPE STRIPS ,�p (SEE CITY OF TIGARD DETAIL 141 SHEET 19)(TYP.) 0 . . . .. . _ _ - - O STANDARD DRIVE" "/ CURB-TIGHT SIDEWALK a SW(NORFOLK LN (SEE CITY OF nGARD DETAIL 142 SHEET 19,(TYP.) LLI z 0 . . . . . 2t00 . . . . . . . . --------1[y-�7- -- -_�'/ . .O . . . . . . . .2 ` 6'SIDEWALK 6 O . . ��— - ( SII AL 7' O ( CITY OF TIGARD DETAIL 120 SHEET 19)(TW-)�. I C7 C9 .' I 6'SIDEWALK(TO BE CONSTRUCTED WITH NEW HOME) � F . . . O (SEE CITY OF TIGARD DETAIL 120 SHEET 19)(TYR) 4+00 .. .. Q . .._.. Q (SEE CITY OF TIGARD DETAIL 120 SHEET 19)(TYP.) I 5'SIDEWALK 5-SIDEWALK(TO BE CONSTRUCTED MTH NEW HOME) « m (SEE CITY OF TIGARD DETAIL 120 SHEET 19)(TYR) / I PC=1+92.20 12 O CURB RETURN.SEE SHEET 6. o q Z z I •a. . . _ CURB RETURN.SEE SHEET 6. a --------®-- I ..... ..I CURB RETURN.SEE SHEET 6. > a' 11 3 - � - - rZ-s 4 ( I NousE i o A a I 10 I I I . PT=3+43.57 .a LEGEND(PROPOSED): I I I 5 -LOT LINE RIGHTOF WAY -- STANDARD CURB $ e •. . . . . . ------------- PUBLIC UTILITY EASEMENT h. . .I --------------- _SAWCUT 70 FENCE WITH GATE I I SIDEWALK I I I . .I . .I . .. . . . ... . . . .. . . .. . . _PAVEMENT . .. . . . . . .. . . . .. . . .. . . . STREET TREE SEE(SHEET L2) LIGHTPOST z' f. .l 1- I MB -MAILBOX PmJul L`. . -VISUAL CLEARANCE TRIANGLE No. HOGGANS PARK (PER CITY OF TIGARD CODE 18.795.040) No285-010 AS BUILT � I sneer 5 Of 23 0 oe� 200 200 SW ROSS S a 199 J CI' :M NO FOL L� 2D4 00 .C2 .9 1.76%oo 16. 7. F1 ±y to. 198 a NIll :tnuj is a c 6 �, 203 a a m O r- ; A A cT ++3 �p + `R A e 196.9 ` -0.7a% -1.189, a 519728 ,OM1 � ry _ _228$ -r- '1.36$ �p 202 197 .6, 4 6 O" - 5197.06 0' �� -1.239 2.983, 520260 o (� � 4T 196 IIR 4. 8 201 ....WING [6mj 4 MING \520226 WIWING I d_ _ - 15202.36 TC201.82g > A 20 195 0+00 0+10 0+20 0+30 0+40 0+50 0+60 I `" 0+00 0+10 0+20 0+30 0+40 0+50 0+60 CURB RETURN 3 CURB REMV 1 CURB RETUM 1 CURB RETURN 3 5CAL8#P-RY 6CAL6/4 P-A WM 81411-R r-a ZkL89 P•V,,V,M CURVE DATA TOP OF CURB STREET CURVE DATA TOP OF CURB STREET ELEVATION STATION ELEVATION STATION PC -197.24 PC= p O PC -20253 ,,...9p'2-000' PC= 1+44.00, 14.00' LT -N- 1+45.09,20.00'LT 1/4 d -197.11 917700" i/4 d -20244 SW ROSS RD -N- 90'00'00" LP(20.4r)-197.09 SW NORFOLK RD R= 28.0' 1/2 d -202.33 R= 28.00' 1124 -197.09 T= 28.64' 3/4 d -202.16 PT= T= 28.00' HP(26.42}-19709 PT= L= 43.98' PT -201.89 10+49.00, 16.00' LT W L= 43.98' 3/4 d -197.08 12S+W5364T SW 81ST AVENUE -1999 81SA0NUEPT . J 6d. z � Z Y O r Q uj d w n 0 O � Q � L(7 Q O u = a 200 �D N J 1z0 m oo o ±N I A 1Y O D O C TOP OF CURB '!'3 199 I laI 4 go a rn ,214% 5198.61 •d 3� II _ 91% `y 815[ a' i .. .• s °. _1.55% 1. 5 LQ g fp t__ 0.5% -0.82% S198.23 CI9.14 �--,2.3 S4gg i 198 _ - _ _ _ - 519819 o e` s a x > B=OL�FSW N_RF0` _ - 8, 4. 8, S19&37 WING WING 197 - A - - 196 0.5%. G19. s .G19.67 c _ - - SW NORFOLK LN 195 1+00 0+90 0+80 0+70 0+60 0+5C 0+40 0+30 0+20 0+10 0+00 CURB RE AV 2 r r4r-w;rr-r URVE DATA TOP OF CURB STREET os ELEVATION STATION - Q PC -19864 PC= M.M. -�- p O 1/4 d -19&35 11+69.64, 16.00'LT z 90'00'00" 112 d -19&01 SW 81ST AVENUE T= 28.00' 3/4 d -197.75 PT= P HO GANS PARK L= 43.98' 1P(41.90)-197.66 1+44.00, 14.00'LT PT -19767 SW NORFOLK RD No2. 85.010RECO D DRAWINGS ^ , I �y Type � AS BUILT DATE 5/16/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED Sheet BAS ON FIELD OBSERVATION AND SURVEYED INFORMATION 6 Of 23 a a 0 WET WEATHER CONSTRUCTION PAVEMENT SECTION NOTES i omp� 1. IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING WET HEATHER, THE SUBGRADE AND CONSIRUCTIOV PLAN SHAH 3 0 9 1 BE RENEWED BY THE PROJECT GEOTECHNICAL ENGINEER AT THE TIME OF CONSTRUCTION SO THAT CIXNDIRON SPECIFIC w^5 �� RECOMMENDATIONS CAN BE PROVIDED. R.O.W. R.O.W. 2. THESE WET WEATHER PAVEMENT SECTION RECOMMENDATIONS ARE INTENDED FOR USE IN SITUATIONS WHERE IT IS NOT FEASIBLE TO COMPACT THE SUBGRADE SOILS TO WASHINGTON COUNTY REQUIREMENTS,DUE TO WET SJBCRADE SOIL 60' CU CONDITIONS,AND/OR CONSTRUCTION DURING WET WEATHER. ? 30' 30' 0 3. A HET HEATHER SEC77ON WITH A MINIMUM SUBGRADE DEEPENING OF 6-INCHES TO ACCOMMODATE A WOPKING SUBBASE OF ADDITIONAL 1 1/2"-O CRUSHED ROCK SHALL BE USED. r 0.5'CURB z 4. GE07EX71LE FABRIC,MIRAFT 500X,OR EQUIVALENT,SHOULD BE PLACED ON SUBGRADE SOILS PRIOR TO PLACEMENT OF / 30' _ F1 Ea BASE ROCK. 8i_..,PUE,i 3.5 6' 20' 10' 2' 5. THE PROJECT GE07ECHNIGAL ENGINEER SHOULD BE CONSULTED IN INSTANCES WHERE IT MAY BE PREFERABLE TO TREAT CONCRETE CURB 714E SUBGRADE WITH CEMENT INSTEAD OF OVEREXCAVA71ON AND AN INCREASED ROCK THICKNESS AND GUTTER 6. IF SOFT SP07S IN THE SUBGRADE ARE IDENTIFIED DURING ROADWAY EXCAVATION,OR DEVELOP PRIOR TO PAVING, THE 2X 2.SOX 2.50% i SOFT SPOTS SHOULD BE OVEREXCAVATED AND BACKFILLED MTH ADDITIONAL CRUSHED ROCK. n— Z O a DURING SUBGRADE EXCAVATION,CARE SHOULD BE TAKEN TO AVOID DISTURBING THE SUBGRADE SOILS REMOVALS SHOULD 2"LEVEL 3, 1/2'DENSE HMAC BE PERFORMED USING AN EXCAVATOR MMTH A SMOOTH-BLADED BUCKET. TRUCK TRAFFIC SHOULD BE LIMTED UN71L AN ADEQUATE WORKING SURFACE HAS BEEN ESTABLISHED.IT IS RECOMMENDED THAT CRUSHED ROCK BE SPREAD USING 3"OF-"-O'CRUSHED ROCK 2"LEVEL 3, 1/2"DENSE HMAC BULLDOZER EQUIPMENT RATHER THAN DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND P07EN71AL DISTURBANCE COMPACTED TO 92%OF MOVING n 12"OF 1-Y2"-0"CRUSHED ROCK N TO SUBGRADE SOILS. COMPACTED TO 95%OF MODIFIED ��M��E MAXIMUM DENSITY. c�\� & CARE SHOULD BE TAKEN TO AVOID OVERCOMPAC71ON OF THE BASE COURSE MATERIALS WHICH COULD CREATE PUMPING PP.00TOR AASHTO T-180 AND UNSTABLE SUBGRADE SOIL CONDITIONS. 12"OF COMPACTED SUBGRADE SOILS APPROVED NA77VE OR 95X OF STANDARD PROCTOR 9. FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT SPECIFICATIONS(95X MODIFIED PROCTOR),A FINISH PROOF-ROLL TYPICAL MINOR COLLECTOR ROUTE SHALL BE PERFORMED PRIOR TO PAVING. o 10. THE PROJECT GE07ECHNICAL ENGINEER SHALL BE ON-SITE DURING CONSTRUCTION TO VERIFY SUBGRADE STRENGTH AND SW ROSS ST TO TAKE DENSITY TESTS ON THE ENGINEERED FILL AND BASE ROCK MATERIALS. INSPECTIONS NOTE 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS CHECKLIST SHOWN BELOW. R.O.W. 47' R.O.W. INSPECTIONS CHECKLIST 20' 27' vs GEdEBBIJ 5'CURB Z 26'CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT INSPECTOR(AL DICKMAN OR MIKE WHITE AT 639-4171),A MINIMUM OF 0.5' O �0. 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT CONSTRUCTION WORK WITHIN THE CITY LIMITS.ALSO REMEMBER ` INSPECTION IS REQUIRED SFORE'COVERING'OR POURING'ANYTHING. 2' f0' 16' 5' 5' 8'PUE V REQUIRED INSPECTIONS: ATA MINIMUM,INSPECTION BY THE CITY INSPECTOR IS REQUIRED AT THE START AND END OF EACH OF CONCRETE CURB W A THE FOLLOWING WORK PHASES 313% J.J. ER 2X W GRADING S.'TEEEW CUT&FILL STAKING HORIZONTAL/VERTICAL STAKING _ FILL PLACEMENT/COMPAC71ON SUBGRADE CUT/RLL 1-W LEVEL 2, 1/2 DENS£HMAC O TEMP.DRAINAGE WORK CURB STAKING 2"LEVEL 2, 1/2"DENSE HMAC 2.OF�"-O"CRUSHED ROCK N Q w DUST/EROSION CONTROL PROOF ROLL CURB LINE CCMPACTED TO 92X OF MOVING CURB FORMS/POURING AVERAGE MAXIMUM DENSITY. 7'OF i-Y2=0"CRUSHED ROCK Z O COMPACTED TO 95%OF MODIFIED Q SANITARY&STORM SEWERS BASEROCK INSTALLATION (MAMD) PROCTOR AASHTO T-180 V Q p" LEVELING COURSE INSTALLATION l7 MH&CB STAKING BASE COMPACTION/PROOF ROLL 12"OF COMPACTED SUBGRADE SOILS APPROVED n' CD Q PIPE INSTALLAIIONI13ACKFILL WEARING COURSE INSTALLATION NATIVE OR 95X OF STANDARD PROCTOR O F TRENCH COMPACTION TESTING WEARING COURSE COMPACTION AIR&TV 7ES77NG POWER TRENCHINGIU71LI77ES TYPICAL LOCAL ROUTE REPAIRS/RESURFACING STREET LIGHT INSTALLATION TRAFFIC&PEDESTRIAN CONTROL MONUMENTATION SW 81 ST AVE N OUTFALLS/RIP-RAP TRAFFIC&PEDESTRIAN CONTROL SIDEWALK/WHEELCHAIR RAMP g TRAFFIC CONTROL INSTALLATION Q c OVERLAY INSTALLATION PLACEMENT OF SIGNS SEQUENCE OF SIGNS a APPROPRIATENESS OF SIGNS g STORAGE OF SIGNS WHEN NOT IN USE ., z SUFFICIENT NUMBERS OF FLAGGERS k 0 A 9i G FLAGGING PLAN d Jf N CERTIFIED FLAGGERS PROPER TRAFFIC CONTROL IN PLACE WA R.O.W. R.O.W. WATER LINE INSTALLATION SHALL OCCUR AFTER TEMPORARY LOT CORNERS ARE INSTALLED. 42 g N07E FOR SEWER ACCEPTANCE: THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES WITHIN THE SCOPE OF 21' 21 THEIR PROJECT CLEANED A MINIMUM OF ONE WEEK PRIOR TO A PRE-ACCEPTANCE INSPEC71ON(AT END OF ONE-YEAR 05' 0.5'CURB 0.5'CURB 0.5'� MAINTENANCE PERIOD). THE BALL AND FLUSHING OR JET RODDING METHODS ARE CONSIDERED ACCEPTABLE.FRE-ACCEPTANCE TV INSPECTION IS REQUIRED PRIOR TO SCHEDULING PLACEMENT OF THE OVERLAY. 28 BPUE fi" 74' 74' r2l' 8PUE 3.57X 3.57X CONCRETE CURB +' !S�'�1� CONCRETE CURB AND GUTTER AND GUTTER 2"OF 94"-0'CRUSHED ROCK 1-Y2'LEVEL 2, IA'DENSE HMAC 7'OF 1-Y2"-O'CRUSHED ROCK 2"LEVEL 2, 1/2 DENSE HMAC COMPACTED TO 95X OF MOOFIED COMPACTED TO 92%OF MOVING PROCTOR AASHTO T-180 AVERAGE MAXIMUM DENSITY. 12'OF COMPACTED SUBGRADE SOLS APPROVED (MAMD) g� NATIVE OR 95%OF STANDARD PROCTOR $ TYPICAL LOCAL STREET SW NORFOLK LN $ pt HOGGANS PARK RECORD DRAWINGS X85-010 DATE 518 2016 THESE RECORD DRAV✓WOS HAVE BEEN PREPARED AS BUILT Sheet BASED ON FIELD OBSERVATION AND SURVEYED 7dFOFIMATK)N 7 of 23 sr y om 912Q27C – -- –_— v�Ni I i V x12[303[ x551tar, a:aD. SW SIREEf zwo ^A551Sz2 2 ) —N— _ x� Ey�.-o"I- — --� SDLN-3 qx12[0 z I m o EX 8'WATER 1 CL 0 .. ..... ......... .. Z — — GRAPHIC SCALE w Y ` 0 I I \l I I (IN FEET) Z I I Ina,ao h. a 412Qm •�-� tiiJr cu 1 I I 3 I I I LEGEND: � 2 I I ® -WATER VALVE y w I 0– – – =O –– – : -WATER METER -STORM MANHOLE SANITARY MANHOLE > I JCO -FIRE HYDRANT J -CATCH BASIN cD ❑® AREA DRAIN i I -STORM DRAINAGE LINE SANITARY SEWER LINE �W I - WATERLINE 6 I i -WATER LATERAL LINE j i w4v1c9 _ --------------- -SAWCUT BRAC Y °A" I �- x120MC `�$ j ® � C � 1 I I x12C292F I _ y] #12Q97C®' I J I I I x12clool � LLI i x12Q95C CC I i • x5912[153• N d _____'_ 2 CL Q Q \VVV// SS1 1 P SAN n12a93 — —i < ac SW NORf=OLlC LAR' i `D a I — 0 i . a L x12Q90C LN-.B. ' E5C 8"S§Lf� o' — I– I, i IEJC 5 C8"VYATER \ m2Q9oc PROPOS®EASEMENT NOTES x12Qx9C _ 0 I I 12• V,V I O TRACT IN IS SUBJECT TO A CLEAN WATER SERVICES m g 1 STORM SEWER EASEMENT OVER ITS ENTIRETY.00 s s z •• ------ — — 11 a V Z O 8'PUE LINE.(TYP.) e ' w HOUSE II w 9 2 10 I U) L --------- ------------------ I I I � f Prx1"ct _ HOGGANS PARK n' RECORD TypeS-010 ® DATE 5/16/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED Sh�BUILT / BASED ON FIELD OBSERVATION AND SUROEYED INFORMATION 8 of 23 >p 1995. TW 1.5 19 0 W ' it I III �--� 199.0 2.0 197.0 FGnv 199,0 TW I 2.0 19!1.0 TW 198.0 TW 1'0. 198.)FG Ii G--R E 196.0 FG 3o�m:g LEGEND: 1A lss.o 1w I 20_19-. FG I1 �0t2 b FG 199.0 T N .0 Q 1 iL =�'�Sa ® -WATER VALVE _200 198.0 TW 1 :OI TVJ R WATER METER 1.O 197.0 W _ I 3'O 19 0 FG (j -STORM MANHOLE 2.O,198.0 iW // \ r - J ]98.5 FG � 0- 196.0 FG // � � I � \ 2'S;1960 W u � O -SANITARY MANHOLE 198.0 TW C -FIRE HYDRANT FG 812C292F l\ / 5 \\ \ - r 1 Cz_7 2.0 SS I --\ �I N12 I ®��12Q99C Z�' 2 [] -CATCH BASIN I \;-------------- / 12Q97C_ - r .1 `� F198.0 p Q AREA DRAIN 1'0 197.0 FG I ---,- -_194 _ t ! R1Q00 W �08.5 TIN -STORM DRAINAGE LINE CAH TM NOTES 3 t _ _�' _ _ "I 1.0 197.5 FG O -SANITARY SEWER UNE 0_ O CONSTRUCT OUTFALL PROTECTION PER DETAIL THIS SHEET.WATER LINE CONSTRUCT 4'TALL BLACK VINYL CHAINLINK FENCE WITH - r -- •---- 12 152 -WATER LATERAL LINE 20 TWO(2)12'WOE DOUBLE SWING GATE PER CWS DETAIL C153 I n 740,SHEET 23. N � p Q95L 199 -V CONTOUR UNE . . - .A- -- _- - _-_ .-_. _- - 1 1 LL INSTALL 5/8"IRRICA71ON METER WITH APPROVED S _ 3 LN 3 bo w 200 -5'CONTOUR LINE O BACKFLOW PREVENRON. CITY OF RGARD DETAIL 531, i?CYS2W N12C293 a SHEET 20. �A�� 1.H1� 9 #12C294Cl GRAPHICSCALE O SEE SHEET L3 FOR PLANTING PLAN. o 10 N +o 9 0 F-1, 8�3Q98 Z: ° (IN FEET) _ _ _ ___, WATER QUALITY TRACT IS SUBJECT TO A CLEANWATER SERVICES STORM AND SANITARY W'4���'�ME '�� SEWER EASEMENT OVER ITS ENTIRETY. 8C4LCAH'f_V RECORD DRAWINGS STORMWATER FACILITY PLANRNCS PER DATE 5/W 2018 THESE RECORD ORAWWOS HAVE BEM PREFAB® LANDSCAPE PLAN. BASED ON FEW OBSERVATION AND SURVEYED i*ORMATION FACILITY WALL MAINTENANCE TO BE THE RESPONSIBILITY RNV RW OF THE HOA. SEE CWS DETAIL j700& i I J 1710,SHEET 23,FOR 4' ACK VINYL WATER QUALITY SWALE I COATED CHAIN V CONST.DETAIL k NOTES LINK FENCE K VIN i LCL J LLI COATED CHAIN P/I R/W LINK FENCE O FREEBOARD OUSE QI-' i EXISTING J Q ELEV=795.64' Fi-Y+ GROUND a a z �i�- 25-YR OUSE <� ) Q ELEV=194.64' �I 200 0 to-rR wsE z ............................................................ a w _ _ ---- CL - t ELEV=194.44' 'y ______ -'-` `- PROPOSED GRADE Q H cc O 4'BLACK VINYL COATED t 2-YR WSE I _ O R C NTERLINE Q D CHAIN LINK FENCE 4, BOTTOM OF POND ' 4'BLACK VINYL COATED -- LTJ Z V' s ELEV=194.00' CHAIN LINK FEN,:E t OF PIPE ELEVA77ON ELEV=19128' VARIES' \\ VARIES WO TREATMENT ' BEVEL OUTFALL - Q U � i/ ELEVATI DEPTH=0.50' \\i T/ij�j� PIPES T( MATCH -------------- PROPOSED3 a S� (- GRADE \�' VARIES /T SLOPE. (TYP.) �4, \ 11 K7 v 1 111111 ,l//i !? STA. 1+89.89 Al2C292F ./ v ITyT/i PROPOSED ' Alj_Ems% PROPOSED / // GRADE NON-STRUCTURAL \ / / �/ U/ �^//: x STA. 1+81.89 W A '� KEYSTONE WALL A•` BEGIN SWALE o c OR EQUAL ELEVATION 2' 21ELEV= 193.07 STA.0+81.89 7.49 VARIES 2' END SWALE 12" C-900 6' 43.86 LF ELEV= 192.71 5=0.0067 FT/FT !Q ya lREATMEAT12"SO DI 3' e 4 d 3 AREA 5=0.0050 FT/FT 6 .'�, BIO-SWALE SECTION"A-A" SDLN-02 0.36% m d d N.T.S. � ..-..._...-. 72.86 LF 12"PVC D-3034 5=0.0065 FT FT m' WA7000AM/DETBrIKXMFACLffNTA CLASS 200 RIP7RAP OUTLET. SWALE BOTTOM SWALE BOTTOM SWALE BOTTOM SWALE BOTTOM SWALE TREATMENT SWALE TREATMENT SWALE TREATMENT DETEN7 POND TOTAL VE"TION L=10.03 90 W1DW L007M AREA WIDTH LENGTH AREA ARTA VOLUME 25-YR II 5= 0.036 FT/FT 20' 100.00' 200 SF 6' 100' 600 SF 2,407 SF 2,897 CF CLASS'B�I CIA SA W= 2.0 FL BACKFILL__II BACKFILL CLASS'A CLASS'B'BACKFILL BACKFILL LINE BOTTOM OF OUTFALL -� VAIH MIRAFI 600X OR APPROVED EQUAL `n OIFAAU PIPE i-D ,t v O'O r `r' J' 0.5' 1:1 SLOPE N + n tO ry a 20' l (BOTH SIDES) ry N+ ,7 4 M N phi 'D 1 j - rlSDjM M �t^LLO cyNz NZ CLASS 200 YWLamz a¢�¢ �ZRIP-RAP QNZZ3_W IN"0.O d m _ C4 z HOG GANS PARK WONmOUTFALL PROTECTION � N.T.S. 0�f � = �f5 285-010 V)Z U)ir wo Type 2+00 1+00 0+00 AS BUILT WA 70 OUAW SWALE, sfmm 8G4LGHf"2a Wf-r 9 of 23 0 o 0 LEGEND: SD MH 03D SD MH 03C I 5 SD MH 03B SD MH 010 SD DI 1B1 SD MH 01A 3o �<g 2 "s !21 ® -WATER VALVE Z m u 17 -WATER METER #122630 -- - - --�- 2 SD CB 3B1 -STORM MANHOLE _ .#12[13 Lo Z ® -SANITARY MANHOLE -. .-... .. --_ _ - - - - ..__ - - ! 1}1120307 O I Ow #120301 uw> C3D0 12+00_8 31 --- - ---- 1 1 m SDLN 3 ` -FIRE HYDRANT _ p'ej _ #12 _ 120298 .SOLN 1 -CATCH BASIN t7IY ST AVL I ® y EX SSLN.8 #55120047 74y W ❑® -AREADRAIN #SS12C0 2 . :a, -EX SSLN$n . : . I J .i 302 -STORM DRAINAGE LINE #11 CL' -SANITARY SEWER LINE -e 91202990 < .4 ; '• a #1203030 - - WATERLINE �I �" / �,�}\-1 i •(,{}.�� -WATER LATERAL LINE i ® � # 304/---�fJ---- - ----_- --- #12C297C \ ' I / Q,�.� ------_---- --�- # C294 # C2 C r I N I. CJ'S. I I #12C296C ; CCCc\�e I GRAPHIC SCALE o20w w ti= 2 SW 61ST AVEAVUE-PLAN SCALEH r•20' i inch=xo fr. HIGH POINT STA= 9+65.10 (IN FEET) zi PVI STA= 9+84.99 PVI ELEV= 203.80 - A.D. _ -3.98 PUBW CATCH BA&V DATA SM LA79M DATA K= 20.11 TAG TYPE STADON TC ELEV IE IN IE WT SLOPE PIPE LOT D.S.DIST. FROM NV.EL. INV. EL. DEPTH FF W LENGTH SIZE MATERIAL SLOPE I DITCH 13+2820 18867 NOT N0. M.H. D.S. MH MAINLINE ®PLUG O PLUG ELEV 80.0000' VC SD AD 181 19548• -- _ INLET 14.61'LT EXIST. CONS RUCTED 4 039 93.89 4200 4• AS7M C-900 195.26 196.31 0.0250 4.90 LL CB 381 CG-30 11+64.86 19876 19516 0.0228 24-58 LF 5 038 4388 42Q0 4• AS1M C-900 195.08 • 196.07 0.0236 3.93 - m SD 16RT. ' -- 10 C900 W 00 m o NOTE: LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE a M m •DEN07ES ACTUAL DITCH INLET RIM ELEVATION U jw + p K p N m m IJ 5 0i w a > Z z I w N a w Y PVI STA= 12+66.52 I _ 1.00%---- ----------- m n Z PVI ELEV- 196.73 + . m m F N¢ A.D. =1.35 + w m z K=37.03 a II it ¢3 W 50.000C'VC I I 0 Z�F `2989, w II w ? .oin (n zQy 5 w -- wd a J^.. > Dm ,n a W p-y 5 z+off vp > ---------------- ±m _ � cO n 200 � ® Y O200------ t; + n. m n Z l0 TWWn Z Q Q ^� + _m y Q W _-___--------------- W.w -_ UNNW 6i lil ' '1 '- 11 + ONi CA F 0 cc -- � Z-0 -2.14$ > m Li n > n V-4 UJ z O Z+oMtl,�` ` m Vl W Q w 11 > W {W�� (D Or ��+0 O L.D 5 F z<d� '7859, a5 a y 5 (A (A S F- -0.50% a - -7.02% 12"PVC D-3034 S=0.0068 ' 111.21 L.F.'S=NM SSEW I I I 9 n 8 u 12_C-900 195 � __ ---_-�I 195 0 0 o a _ EXISTING-- --------------�-- ___ $ z a. CONSIAUCTION NOTES CONTRACTORr-ABO_N_A_SU_MEDINE --- O REMOVE EXISTING POWER POLE. WATER TO CONFIRM IN THE FIELD CONTRACTOR ------ TO COORDINATE WITH PGE. o o s o x > OEXISTING MAILBOX TO REMAIN. 157'75 INSTALL 13.1 LF 10"0900 @ S=0.1969 AND 72.>VC 0_'30 -034 W OCAP AT END.CATCH BASIN TO BE BUILT WITH CORBIN ESTATES SUBDIVISION. t90 190 CLASS'S' BACKFILL I CLASS'S' BACKFILL I 3��SEi1St�� 785 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" 185 PVC WITH A MINIMUM SLOPE OF 0.0200.LATERAL w N CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH n W MANUFACTURED TEES, 09 o o �TrAo I p n ALL ER 4" STORM SERVICE CONNECTION N� �NN,A ..gin aN v ���y 'O� RECO ® WIN S mg .yo MARKERS TO O COLOR CODED WHITE. 'D O1 v> w w a"' o o a 1O tO e a ^N fO^ n n I Y m `.A gg g p^�p ppM rn�mW ,or+1 ^g.- 8nN °' 16aMN �.- '++ BACKFILL NOTE: vi + y n+ 3 r-+ y n a M 3 ^ z PIPES UNDER PAVED SURFACES REQUIRE Q 3 o Q ^¢ w w ¢ a DATE 5/161201 6 THESE RECORD DRAWW HAVE BEEN PREPARED a z o z ^r-in zvi3r u^ oWzl- a^1-ozzr °-o i-<zl- '-rn GRANULAR BACKFILL. FOR PIPES OUTSIDE F y N z z z o p F�^ ?z z o m F w g z z p x 3<W�z o^ BASED ON FIELD OBSERYA71ON AND SURVkYED W-ORMATION v^.1 z W z Prelm PAVEMENT, NATIVE BACKFILL IS PERMITTED, yMp MyMoz- MyM�-- fpy.-Q, =y^w HOGGANS PARK UNLESS OTHERWISE NOTED. = N W W W W = N W W = W W W LL W W a t- ^W'W r--� 'm w- -�^-__ WF��__� y No. p���00iYN p���ONN �N �ONN THE CONTRACTOR SHALL FIELD VERIFY THE 180 rn m y n:^^^^ y m y a^^ y p y w.-.-^ y ro y��^rn y m y Ir�w 180 285-010 SIZE, LOCATION& DEPTH OF EXISTING 9+50 10+00 11+00 12+00 13+00 14+00 TYPE UTILITIES PRIOR TO CONSTRUCTION. AS BUILT SW MFAVE-PAOFU Sn q .9 23 5'Cf+l.BHP-�'V'f•7 10 Of a -- - I 6 I '� SD MH 03B -o E it 0 h�s�-e R&C CATCH BASAD DATA I 8 I i TACT a A� 1 a a m FC6 TYPE STATON TC ELEV lE IN IE OUT SLOPE PIPE -N- I SD MH 3A 1 ®a,2 3+52.13 21.63 Lf a>za9� CG-30 14.00'RT 198.64 -- 195.06 0.0245 Id C9W I aua9zF I ,1 az=z9zC . . I, d CO-3D 1400LT198.64 -- 194.76 0.0315 18�CO-30 f4 21'RT 198.16 -- 194.62 0.0166 1123 IF10'3900 - z1+37.64 18.09 LF GRAPHIC SCALE CO-30an 197.15 -- 194.54 0.0100 I caSc I o 14.82'LT 10'0900 a m SD CB 2B 1 - . . z I - a za9zw0 .. 1 0 (IN FEET) I --- S�-N,A _ -SBL-Pd-3-. inza9i. . . . - ., p - °. _auL3.�S-- - _ -� S SW NOLFOILK tJV `r, ^ STORM LATERAL DATA IS LN-B LOT D.S.DIST.FROM NV. EL. INV. EL. DEPTH FF EX 8"SSLNuLZ$.�'o I xuunse LENGTH SIZE MATERIAL SLOPE I' NO. M.H. D.S.MH MAINLINE 0 PLUG 0 PLUG ELEV - az 9 - _ 6 02A 56.85 3551 4' ASTM C-900 194.32 195.03 0.020 A5 - EX 15"SDLN anaes 7 OZA 101.34 30.27 4' ASTM C-9W 194.54 19515 0.020 4.5 - :EX&'WATER - - I 11 a 8 02A 136.26 3369 4' ASTM C-900 194.72 19539 0.020 4.1 - rua9oc- -, �.� I 1 atzubsC f I SD MH 01C ' 9 02A 13226 29.88 4' ASTM C-900 194.70 195.28 0.020 37 - f0 02A 88.85 31.22 4' ASTM C-900 194.45 19509 0.020 Ai ® _ _ I I _�. uj it 07A 4294 2565 4' ASTM C-900 194.25 194.76 0.020 4.8 - ' OD - 12 02A 44.65 HOUSE cl) 29.00 4' ASTM C-900 194.26 194.84 0.020 54 - ----_-- I I . .N_. NOTE: LATERAL PIPE MATERIAL SHALL MATCH THAT Of MAINLINE i SD CB 2B2I 10I i i �' Z 66. m SD MH 028 I S6✓NORFOLI LM'E-PLAN 6cr.!Fr1 r-20' � HIGH POINT ELEV= 199.34 z LOW POINT ELEV= 198.64 HIGH POINT STA= 2+51.19 LOW POINT STA= 3+52.13 PVI STA=2+40 a a o PVI STA= 3+50 PVI ELEV- 199.50 _o N i 3 o O-z PVI ELEV= 198.51 A.D. _ -3.26 ±! a'5 <oaA.i K0= 35.70 K= 15.34 LOW POINT ELEV=197.10 II II ZoN w z 50.0' VC LOW POINT STA= 1+30.22 N 60.0'VC m n PM STA= 1+31 y N a0 z ®d ><m m o n N^ +O1 'n°1 PVI ELEV-196.93 "' m vii 3 l41 LEGEND: ���° M� Mm �° �� A.D. = 4.48aa z*o "J ® z Gi K=6.69 o'O w� ^ ® Y O 0¢�w �w N cwi w m w 30.0'VC ?+01` 6L L7 ® -WATER VALVE a m w W O m> w m> m {m�^ ^+ 200 I� W W m m N O N IL....j ® O B -WATER METER ___-_-_---__--_ 780 ________ ___ -0.90 ±r' �� Qwww W Q ® ----- -- --- om -STORM MANHOLE ---- - - _ w O -SANITARY MANHOLE \� I '36 i� � "� >O �= Q l7 -FIRE HYDRANT w N F- _-- -- -CATCH BASIN I I1 ®❑ AREA DRAIN ----------------- ----- ____ PROPOSED I ' EXISTING 8" ---- STORM DRAINAGE LINE WATER LINE ----------------------LQCATION ASSUMED 6.59 L.F. STM SEW ! i o 0 0: 8"WATER LINE � I � w v CONTRACT-61x76--- i 12" C-900 II SANITARY SEWER LINE CONFIRM IN THE FIELD I ' ( 12"PVC C-900 L _ 0 4 z -WATER LINE S=0.005 C-900 S= PROPOSED -WATER LATERAL LINE 8" WATER LIN v G v 3 i t; e o' m 3 v j 2 m > o m a - Ia o c .a` x > .. ,I 190 CLASS'S' 'R Q BACKFILL Z z B 7 STORM ES ROT z 1 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" J oPVC WITH A MINIMUM SLOPE OF 0.0200.LATERAL Z CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH o O Q MANUFACTURED TEES. n 3 o m Z O 0 C ALL 2"x 4" STORM SERVICE CONNECTION m. o 0 0 o o p o m u>o, 0 a MARKERS TO BE COLOR CODED WHITE. a�: "m ri o p a a 00 N w BACKFILL NOTE: wn+ mm� ±+ vi^� m+`o° an0 mN mmm 31N S2 0 3 2 w PIPES UNDER PAVED SURFACES REQUIRE n¢ w a z p "a^ 3 0 C GRANULAR BACKFILL. FOR PIPES OUTSIDE a v~i ra-o'n z r N a 3 w r o a N m z z u1.r 0 3 z Project m PAVEMENT,NATIVE BACKFILL IS PERMITTED, m Y N m z z o Y N'O z z o m a z z z p m F N o z z o HOGGANS PARK w UNLESS OTHERWISE NOTED. N s a ad-- N 9u 'y"!--- n u,n'-- OIa'www OIa'www W4lw ww No. �o $ �¢�'___ w?0__-� m1m'.__-- :2,m -_ 285-010 O THE CONTRACTOR SHALL FIELD VERIFY THE o o o i� 8-m N N N O p O�m N O O N O.-fY O N N '^ O SIZE, LOCATION " DEPTH OF EXISTING - v�z�n m=_ z rn m .-.-of OZ(A rc_--- N a0 w m___ Type UTILITIES PRIOR TO CONSTRUCTION.. 5+00 4+00 3+00 2+00 1+00 AS BUILT SW NORFOLK CARIE-PROPLEEm - sneee swrrer-so'wr-r 11 of 23 f� 0 P AKV CATCH BAST DATA SD D( 3D 1 I = I I H a 3== TAG TIFF STATION TC ELEV IE IN IE OUT SLOPE PIPE DITCH 1+2277 7265 LF 5 SD MH 03E - I F g SD C8 301 20275 -- 200.41 0.1395 I n INLET 16.08'RT 10"C900 '. �.•� lap m e W i 1+36.41 2x92 LF aannc - SD MH D3D N I SD CB.IDZ CG-30 21.4'LT 202.46 -- 198.96 0.1372 10.C900 -._.. -- -- ' )I''- �I z SO CB 3E1 CG-30 20.0'LT 200.27 -- 197.87 0.0050 10"0900 ---i - . . - - . . . . _- azzczmc 3+80.57 2134 IF LD --O+W . .. 3100. 2+00 .. x -DENOTES ACTUAL DITCH INLET RIM ELEVATIONI.. �74 . . _ _ SVT ami N 1 -N- aunts 1 aur z --- SDLN-3 uzooz I - .,.gyAM- ��t.. ._. EX$,..WATER .. . .n, Al I ... I. z GRAPHIC SCALE ---- ---- -- ------- -- -------- -------- ------ ----- ---- inti=mfi. 4 SD CB 3E1 I 3 , 2 ILL (IN FEET) I I I I SD MH 3D2 a �+ 2 7 6 STM LATER&DATA SW ROSS STREET-PLAN > LOT D.S.DIST.FROM LENGTH SIZE MATERIAL NV. EL. INV. EL. SLOPE DEPTH FF SCLE,Hf-20' NO. M.H. D.S. MH MAINLINE 0 PLUG 0 PLUG ELEV Lu 1 03D 223.00 35.00 -4" ASTM C-900 197.40 198.10 0.020 4.0 - R �\/��// 2 G3D 156.09 35.00 4" ASTM C-900 ,9706 79776 0.020 3.9 - RECORD DRAWINGS•�INGS 3 030 146.09 3500 4" AS.C-900 197.01 197.71 0.020 4.9 - NOTE:LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE DATE 5/16/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED at� BASED ON FELD OBSERVATION AND SURVEYED INFORMATION S LEGEND: LOW POINT ELEV= 202.49 0 LOW POINT STA 1+36.40 zw PVI ELEV= 202.39 z a N PVI STA= 1+31 oNy WATER VALVE �,A.D. = 3.12 V 2 NO B -WATER METER < K = 9.60 to WN 3 ® - gooUJ STORM MANHOLE N n o u w N w O O N W O -SANITARY MANHOLE w J}0o ® Z -FIRE HYDRANT S ut w > > U m m +�+ N Y p TX ❑® -- °oW'moo3 ow. CATCH wCATCH BASIN VC 30VC u 30' % 37� H® AREA DRAIN 3l3Vi W _ � ¢G1 wQ LLJ Z -STORM DRAINAGE LINEXmo --------- - 1. 21 0 O LO -SANITARY SEWER LINE ¢w+N ------ K = 14.30 wx"I p -1109 ---_-.. A.D. _ -2.10, - V1 191 S F- N -WATERLINE �aFw ------ PVI STA- 1+61 II PVI ELEV= 202:69 > -WATER LATERAL LINEw -- - ________________ ----- HIGH POINT ELEV=;202.61 _ _ 200 HIGH POINT STA_ 1#§0.:.0 > 2 B r WATER LINE I ------ EXISTING LOCT6 CON ND TH'�F(EID o z z � PROPOSM EASEW&T NOTES ------ _- �oNzRA�r !2 z° & O EXISTING MAILBOX TO BE REMOVED. --------- - _-- - ----- !q REMOVE EXISTING FIRE HYDRANT.EXTEND --------- __ A ]S o -- _ .0042 e OEXISTING WATER PIPE TO PROPOSED I ao HYDRANT LOCATION. OREMOVE EXISTING WATER METER.CAP WATER LATERAL LINE. REMOVE EXISTING POWER POLE. I `F CONTRACTOR TO COORDINATE WITH PGE. I O OTAPER AND MATCH EXISTING ROSS ROAD. ST.BTA 3+82.82 CLASS'ET I BACKF4_L ; I 190 UNLESS OTHERWISE NOTED,ALL LATERALS ARE 708E 4" C PVC WITH A MINIMUM SLOPE OF 0.0200.LATERAL o CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH MANUFACTURED7EE5. W a ,°r°a �'P m m $ $a M o.r ALL 2"x 4" STORM SERVICE CONNECTION $m �' s }n m a w '�'„t "�j'+n rn MARKERS TO BE COLOR CODED WHITE. + 0 >xMFNfA 1- '�t O�4a ufZN3H A-1-Ozh BACKFILL NOTE: I zp �FNzzzp ,U���"•30 PIPES UNDER PAVED SURFACES REQUIRE I "I N M 0 w w 'V M1$ GRANULAR BACKFILL. FOR PIPES OUTSIDEm O O N N ` PwIw PAVEMENT,NATIVE BACKFILL IS PERMITTED, iv " -N N UNLESS OTHERWISE NOTED. rn rn m rn rc -- In m m z HOGGANS PARI: 4+00 3+00 2+00 1+00 No. THE CONTRACTOR SHALL FIELD VERIFY THE 285-010 SIZE,LOCATION& DEPTH OF EXISTING TIP. UTILITIES PRIOR TO CONSTRUCTION. SVI ROSS STREFF-PROFILE AS BUILT 6GHP-20 VI'-7 Sheet 12 Of 23 0 o o LEGEND: I I I E SS MH /) C�CLI ® -WATER VALVE JJ MI I 3 L m -- Al w�aa ® -WATER METER #12 63C -STORM MANHOLE LL O -SANITARY MANHOLE .. :" - _ --_ a---- - -/. '1 1X307 Lo SDLN-3 �L -FIRE HYDRANT I, OHx1 :.' #12C30111W0 #1X300 '32 : ]3+OB.' — -------- 7"'^ L0 -CATCH BASIN _ SW8171 AVE T - — TIC #12C29a SDLN�i N 8°' C047 -AREA DRAIN #5512C0#2 .. EX:SSLN 8". #551X1 - .. ? ❑ -STORM DRAINAGE UNE j4*3p DC SSL #ssu #1 C302 _.ti� - A z -SANITARY SEWER LINE p12C'299C . . _ .. a. .... •9 -WATERLINE 303C -- ----- _ -.. -WATER LATERAL LINE I - _ C - _ ' _ SS MH �- -- #12C297C # C29e I EX # C2 C #12C296C 2 WATER-WCONS7RUC7MNOlEB OINSTALL t'DOMESTIC WATER SERVICE(TYP.) SW GIST AVENE-PLAN `-••_ -� ✓y7a I REMOVE EXISTING WATER METER.INSTALL NEW METER IN 6C'AlFHr-� O GRAPHIC SCALE o PLANTER STRIP USING SAME WATER LATERAL. �'� p0 10 m j a4WARYL 7EFRL DATA LOT D.S.DIST. FROM NV.EL INV.EL. DEPTH FF inch=�Tft W NO. M.H. D.S. MH LENGTH SIZE MATERIAL MAINLINE ®PLUG SLOPE O PLUG ELEV J IN FEET 6L 4 1 AT 1 12817 1 31.01 1 4- 1 ASTM C-90019L71 194.37 0.066 6.4 - 5 Ai 7849 31.46 4' ASIMC-900 191.21 19300 8057 6.6 - RECORD DRAWINGS NOTES LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINEPREPARED INSTALL SANITARY LATERALS USING INSERTA-TEE FlT7INGS DATE 5 16 2016 THESE RECORD BASED ON FIELD OBSERVATION ANDND SURVEYED HAVE BEEN INFORMATION I � Lu LU zoo ------ ------------- I zao Q o --------- --- I o ---- ----------- Ia o 00 O 195195 « LL _ a v o a EXISTING 8- -------I------ CON1RgCT0 S`'&- A SUMEDNE IATER 1 0 CONFIRM-n.lg FlEi_p --- �----------- > 190 I - - 190 I � I SWARY h"OTES 785 � I 185 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%.LATERAL 0 m CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH + N MANUFACTURED TEES. •-0❑ ❑ I o ALL 2"x 4"SANITARY SERVICE CONNECTION N I C) v I MARKERS TO BE COLOR CODED GREEN. n U)} ❑In mF- BACKFILL NOTE: $ Q Q M 3 p ' PIPES UNDER PAVED SURFACES REQUIRE - # (n-- GRANULAR BACKFILL. FOR PIPES OUTSIDE ¢Ln au Z L="I I Project PAVEMENT, NATIVE BACKFILL IS PERMITTED, Ei O' - j HOGGANS PARK UNLESS OTHERVASE NOTED. _ Z 41 Do (A 3c';2. X No. THE CONTRACTOR SHALL FIELD VERIFY THE 180 Ln UI V)D=DDLd - I 180 285-010 SIZE,LOCATION & DEPTH OF EXISTING 9+50 10+00 11+00 12+00 13+00 14+00 TYPe UTILITIES PRIOR TO CONSTRUCTION. AS BUILT SW 81ST AVE-PRORLE Sheet 6caLL�rtr-m OF-2, 13 or 23 LEGEND: _ y ® -WATER VALVE ' I I /� I B -WATER METER I I I v wOf149 I � 3 0ci Ia -STORM MANHOLE I ' TRACT �Afl I � o 8 0 O -SANITARY MANHOLE _N_ I I 8 I „. . be Lf -FIRE HYDRANT ® I SS MrI V -CATCH BASIN I I 9 I nlxcz9xe SS L H 97c® j ..i, Al o EME - AREA DRAIN I I - --- - m -STORM DRAINAGE LINE I I I /�- .i® 0 J1111 m -SANITARY SEWER LINE GRAPHIC SCALE _ - WIe1%C W w / LN:P. - - «ixasiviu1X-199 aWATER LATERAL LINE WATERLINE 8 1 (IN FEET) e12066 .7 _ -- WLOOinh "fc �9 64-3- SMW w2 LA7EML DATA —— 2 e>za9 C LOT D.S.DIST.FROM NV.EL. INV. EL. DEPTH FF N11C391[ - Ql-�' N0. M.H. D.S. LENGTH SIZE MATERIAL SLOPE MH MAINLINE ®PLUG ®PLUG ELEV 6 A2 61.33 27.97 4" ASTM C-900 191.55 19228 0.026 6.4 - 7 A2 105.62 2228 4' ASTM C-900 r9L78 192.23 0.020 55 _ EX 8"$SLN'�1 1.Q�o assunsa _ - _ —� .' ^y a 8 A2 150.75 26.77 4' ASTM C-900 19200 19254 0.020 6.2 - - d� EX 15"SDLN u 1e mzpes 9 A2 15575 35.56 4' ASTM C-900 19203 19274 0.020 7.0 w� �J I /'� L A2 9344 3981 4' ASTM c-goo isi.72 x9250 aozo 66 - EX 8"WATER - 12CM if A2 47.43 3351 4' ASTM C-900 191.46 19215 0.020 6.7 'I) 4 1 NOTE LATERAL PIPE MATERIAL SHALL MATCH THAT MAINLINE- — ----® — ,- S I I I i _ _'I m W . .:. -.6 HOUSE I . . Cl)• � .'02= I.L. SS MH10 9 St'd AVFOU'LANE-PLAN e:.rJ.Bror-�a � z = s �" WATERM CONRNXTM N07B az 3 OCONNECT TO EXISTING 8'WATERLINE USING 8'x8°TAPPING mp QLAj SLEEVE&8'GATE VALVE(MJXFl LOCATION,SIZE&DEPTH z az z<� OF EXISTING WATERLINE TO BE VERIFIED PRIOR TO ¢p vii p F-LL CONSTRUCTION.ST STA 12+21.64,8.26 IT,(SW 81 ST AVE) Z z m VO JNnp wm OINSTALL FIRE HYDRANT,ST STA 1+45.00,23.0 LT,(SW w m, m N N d NORFOLK LN).SEE CITY OF TIGARD DEFAIL 542,SHEET 20. a U m ro o m Z OINSTALL 8'-11.26'BEND W/RESTRAINT JOINT, p�-¢w w"o ® Y O ST STA 2+10.36,9.15'LT(SW NORFOLK LN). a f v~i w 4+v+ 200 G w SEE CITY OF TIGARD DETAIL 560,SHEET 20. p d ___---_-_-- O INSTALL 8"-11.25°BEND W/RESTRAINT JOINT, ®ST STA 2+42.14,9.53'LT(SW NORFOLK LN). ------------- -- SEE CITY OF TIGARD DETAIL 560,SHEET 20. _-- O O INSTALL 8'-11.25°BEND W/RESTRAINT JOINT, \ _ _____- -- -- (� {) D- 1- ST STA 2+81.28,10.81'LT(SW NORFOLK L.M. SEE CITY OF TIGARD DETAIL 560,SHEET 20. O6 INSTALL 8'-11.25'BEND W/RESTRAINT JOINT, ST STA 3+19.99,8.43'LT(SW NORFOLK LN). -- PROPOSED - N ---- 8" WATER LINE UNE « BEE CITY OF TIGARD DETAIL 580,SHEET 20. EXISTING B"Wq'IER LINE -LQCATION ASSUMED O REMOVE EXISTING BLOW-OFF AND CONNECT TO 8' CONTRACTbIF-TO--- _ - El 7 ^ o WATERLINE,ST STA 3+97.94,7.4'LT(SW NORFOLK LN) CONFIRM IN THE FIELD 8 INSTALL 1'DOMESTIC WATER SERVICE(TYP.) W `;.... PROPOSED ..-_....._.. 9 INSTALL 5/8'IRRIGATION METER WITH APPROVED 8" WATER LIN BACKFLOW ASSEMBLY.SEE CITY OF TIGARD DETAIL 531, 3 n` i+ SHEET 20. ,10 INSTALL 1'COMBINATION AIR&VACUUM VALVE. i I (160.75P L.F, SAN SEW ' SEE CIN OF TIGARD DETAIL 590,SHEET 20. 5=0.008 86.81 L.. SAN SEW B,.P _3 034 S=0.007 190 CLASS'B' BACKFILL s 8wmySBNW NOTC-S UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%.LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH rc MANUFACTURED TEES. n p o _ ALL 2'x 4"SANITARY SERVICE CONNECTION MARKERS TO BE COLOR CODED GREEN. <v'Oi 'Om o p 00 m BACKFILL NOTE: n n+ c4 ,".,±m+ g u±+ PIPES UNDER PAVED SURFACES REQUIRE N p rn ¢o r 2 GRANULAR BACKFILL. FOR PIPES OUTSIDE `R a PAVEMENT,NATIVE BACKFILL IS PERMITTED, N N e- m N""0 3 I- N t2 3 p --"-� 'O N0 w u]w ¢y�-m��'�•+w'm HOGGAN S PARK m�?UNLESS OTHERWISE NOTED. OOpONmz THE CONTRACTOR SHALL FIELD VERIFY THE AN-w n goO 10 a z- 2 -010RDRAWING' SIZE, LOCATION & DEPTH OF EXISTING m z ¢.m N zuwmo wmmw Type DATE 516 2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED UTILITIES PRIOR TO CONSTRUCTION. 4+00 3+00 2+00 1+00 AS BUILT Sheet BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION SW LAAE-PROFILE Kr-�Ir er-z 14 of 23 o � 0 LEGEND: SS MH _ _ SS H I I i I 1 w s ® -WATER VALVE EX 3 - - - - - - - - — - - - - EX 2 B -WATER METER - - - - nmis- __ r .� '� I I .• 4 8 oso� -STORM MANHOLE O - a SANITARY MANHOLE SW ROSS STREETau2zcmt —»sa— -za—us »ss _xsa—att—»ss—ss—ae � o -FIRE HYDRANT Ir. .avclos .. Z »L20.75 •::� . . 2 SDLN-3 . . NCATCH BASIN EX WATER m AREA DRAIN - »72u16C —r ® SW ROSS St -STORM DRAINAGE LINE a12006C -- --- — --- ®n2 -I�� O -SANITARY SEWER UNE \i , IWATER UNE GRAPHIC SCALE ------ WATER LATERAL LINE \ 2 so inch - 20 ft. W ETE»OCK 1 3 2 3 4 ( IN FEET) .. ' I I - 0 LOT 19 0 SWARYLAIEW DATA SW ROSS STREET-PLAN SCALE H P-20' LOT D . DIST.FROM NV.EL. INV.EL DEPTH FF LSd NO. M.H. D.S. MH LENGTH SIZE MATERIAL MAINLINE ®PLUG SLOPE 0 PLUG ELEV -J 1 omm 0.00 49.21 4" ASTM PVC D-3034 194.16 195.14 0.020 5.9 - LL 2 37 160.75 43.53 4' ASTM PVC 1-3034 19379 194.66 0.020 55 - 3 937 144.20 43.66 4" ASTM PVC D-3034 193.39 194.54 0.020 3.9 - RECORD DRAWINGS NOTES: LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE DATE W1612016 THESE RECORD DRAWINGS HAVE BEEN PREPARED INSTALL SANITARY LATERALS FOR LOTS 2 AND 3 USING INSERTA-TEE FITTINGS BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION 5 a INVERLW CONSIRUCWYNOIES <� aN O1 REMOVE EXISTING FIRE HYDRANT,ST STA 1+60.27,23.79'LT (SW 81 ST AVE).INSTALL NEW FIRE HYDRANT,ST STA 1+60.43, F M v2 LL.I 28.43'LT(SW 81 ST AVE)SEE 7V WD DETAIL 542,SHEET 20. UEO REMOVE EXISTING WATER METER,ST STA 2+98.16,20.90 LT rn N Q(SW ROSS STREET).CAP WATER LATERAL. _ Zoo uJ O INSTALL 1"DOMESTIC WATER SERVICE(TYP.) ?F z+o'i @G o+ ® mw UPDATE EXISTING GATE VALVE INSTALLATION TO INCLUDE 5�0 l f j Y O NEW PROTETIVE 18'CAST IRON 910 BOX AS PER CITY OF a 00 w H 0 TIGARD DETAIL 503,ON SHEET 20. z�o v rn rn w N CC w C OL =Fm�n _--- -_-- ------- �' a7 00 I C,m. - ----------------- -. _--- - 200 g"WATER UNE I ----- -- EXISTING c 0 LOCATION�RMMW�THI`r�IELD o W W ---- --ncfioR70 -_ 4 .5 b _---__--- I � O i - SWARYSEMN07ES I - UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' I - PVC WITH AMINIMUM SLOPE OF2%.LATERAL - - -- -- - --- --- 190 CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH MANUFACTURED TEES. ALL 2"z 4"SANITARY SERVICE CONNECTION I MARKERS TO BE COLOR CODED GREEN. BACKFlLL NOTE: 19 g P PIPES UNDER PAVED SURFACES REQUIRE '^ GRANULARBACKFILL FOR PIPES OUTSIDE as PAVEMENT,NATIVEBACKFlLL IS PERMITTED, I " m UNLESS OTHERWISE NOTED. z THE CONTRACTOR SHALL FIELD VERIFY THE I �'' Project SIZE, LOCATION & DEPTH OF EXISTING - UTILITIES PRIOR TO CONSTRUCTION. HOGGANS PARK 4+00 3+00 2+00 1+00 No. 285-010 SW ROSS STREET-PROHLE T`w SCALE R T-20'V.T-2' AS BUILT alae 15 Df 23 er 0 3+00 2+ao I . i _ SVS ROSS ST190 E ------ t I I �) I I GRAPHIC SCALE z 3 o o eU o I SL I ^ JJJIj a �i (lye 1 IN FEET 6 5 1 inc ) n 1 w I h = 20 ft. j 1 I I 3 I S t I 2 I I I I I f1. . . . I 5 I �: I - - - - -- - - I I � � I Pry I 3 . . . . Q ° S t 'Q a w nn I I ~ I: : � W F � z 6 � I I wm p Q I I �. . w J 8 I 7 I TRACT "'A" = W 1� 4 tog- 4 J I I i z I I S I I I ® ozz z 0 In o o ®�y > I N Q Y O w m � c� 2+00 SW NORFOLK LN�.�: �� -����:�� ® � M. " V)N 0 ------- — ----�" s W — F i U LL Z ° om 14— 12° I 4 -- 11 d p t I HOUSE 9 10 SL t 7 6 S { I NOTE: MOUNT SIGN AT 45 DEGREE ANGLE TO CURB LINE. --{ Il r-12'"NO I I II I PARKING SIGN'AS DES DESIGNATED BY PLAN L I (D 4 eo $ J ANYTIMIE dd I. I i..l I . I I . .I I I L .I I. . .I 1 INSTALL PER TYPICAL SIGN INSTALLATION, SHT 18. FINISHED GRADE z OR SIDEWALK Project HOGGANS PARK I. . . I No. l J 285-010 v � Type AS BUILT Sheet 16 of 23 PERMANENT SIGWNG LEGENDFE E ------ 1—12"1 r 12--I 3=g r TYPE"R' ® � =o� 1 9804 1 SIDED 307 x 30" � 3-EACH 1-EACH x m It c COFNHi COFN31 O SIGN 0 •— i SIG 0 —. 1 9GN z4" 1—24"--� f—1"--� r —24" u o SW Ross St SW 81st AveT SW Norfolk Ln r Z _SIDED11 W- EAH 2-EA1 2 SIDED —T 2EACH 0W SKN 6 9ED pL O SIGN O i SEBA (/�6\) w WiID M7-7 9(al �/ �Y{ Z ¢ a i M � N uj0 0 a CITY OF TIGARD STANDARDS 7" TALL BLANK 6" UPPER CASE LETTER 4" LOWER CASE LETTER GENERAL SIGNING NOTES: MUTCD TAB!£TD-T:RECOMMENDEDMINIMUMLETTEAHEIOI?SONSTREET NAME SIGNS L 1)Cordraclorshallsupplyand install all signs,and is responsible forstaking sign locations and obtainin Nifty aemn.a.nme Memnam Lenar HegM Type OfAblmMg Type OlStraefp HigAweY Speed LMR Stank HapM1l INtlal UPperCaze fewer Case locates forsteked sign locations.Signs shall be kxated pertypiral sign location oras shown on plans. - oaemeed Aa Typo .wsPeed umla z4 mines lzmaaa^ amaNe•• I 2)Al signing shall conform to the Manual on Uniform Traffic Control Devrces and the County's Permanent PpsI A4 uNed MeN-lane Mae Ther,46 MPH 18mma emwe 61nCias Signing Legend. U PaaMaaad MUM-Lane Less hien 48 MPH lzlaam slna�es 4s lnMes fr HERETO HERE 70 4)posts-A minimum of2in x2in x 10 itgalvanized'Unistrut Telespae or 12 gage perfomtedposts or ANYTIME ANVTIME ANYTIME CORNER CORNER Patl AMunfM T-fare AB Speedliml6 1T lr Me' 61Mas" <.S lnrAes' approved equivalent shall be used.Sign combination and mimimum sign mounfin height shall determine post �••wa► —>. f" Z length.Sign posts and anchors shall installed per Typical Sign Installation Detail'.No other type ofpost •OnlwalT-lare Streea W11h 5peedthnBa ptT6MpHorLeas,B'81ankWM T ® O 9•MNa WpwL2se LeffaaAM3•--y— shall ewer-Cavo Leben MaY Se Used. 6. TOW AWAY i01YAWAY TOW AWAY TOWAWAY TOWAWAY /ry Uj shall be usedunless imorapproval ofthe county Traffic Engineer is obtained. ••gra,alsr."meo.ane.aspreaaeme aspre where sVawamL.mrlfapna rlws�,s�a zonlE zoNE zoNE zoNE zave V 'R a LagerTlren lT'm LalpM,e'mreM 6'Lo se n Y U A CLLLJ CrCr 6)Signing material - " N O T' No Parking Signs:use County standard 12"x 18"with;g->F6=�B14LAW44•K Z Q A)Minimum retrorefiectivitylevels shalimeet MUTCD table 2A-3 Sw Taylor st '•i )SteelNe^asylw: A)a&Nemn6aWrsnspvmtldfiyb v,*Me6relsaeetwmes WM Me O-,tySu Oftie ZONEjkfen When anows are used,signs at both ends ofthe zone shallhave (� B)Minimum shoaling type sha116eASTM III Prismatic yj' al(sm)ea66naaeaeomermgaaainsalay.weefnalre. single arrows pointing in the appropriate direction with double arrows in Q uP (D Q C)Fluorescent yellow-green shall be used for school related signs $TAI 90th Ave T 1 is amm fapa:l SlreeNseaubed W.the slanf WMemadarp-nNrg between. O c)IAesaleraeaalaNmsmblanw. t!1 2 F o)PasrnmaleddlnanesgAesrau6eMp(2). ,,Muww nd1* NO PARKING'signs are to be 45°toroadway.45"brackets are acceptable mroflwlMspssdt x M. Sw Taylor St Eoemead me#m sb naab NN ry)su eamm anti da MPMsb e w when mounted belowanothersign. PERhMENTSIGNING LEGEND =TT F) snau sbeetnmeeNsgnc O Reprove Edstlng Slgn(N) F Spn Yi8'GaN.Or T SW 90th A,,]+ Prsr es'enwpercaaeleners v u: Ammirum AlbY WasAer 1 SURes'fPperantl Wacraase letters °„ S ®Remove Exleang Sign(N)Ard(M)Sign SuppalL SNersm'ptmr numercslstreelromes:atlbeernse Mlkrs I O O 1. M ON ieG)AtlalreelNmesg11ex1atlWugsversupfMe86e mP .. NufelNwSgn(N) reamn,wm « 6 1 ae.=Awrore'LpY p, L.=., wy=Wv ®1.0fi New Sign(N)On New(M)Sign SaPpolt 1T-'"'r SW SIO th Ave SPEED SPEED SPEED v > O Remove And Saw Existing sign(N) SbeaelXYLX•.fe T i TYPkN e-1 Name y d glen InaMe'n,Fw ®Re—AndSaw Existing SV jN)Ad Aeowzuxzu-ssneep. , ar arte�almN,eeomm. an.,ria.-, I ?i �• LIMIT e a a Remow(M)Sgneupport TjpYaswel Nemes®n _\fl PrmiT'X2•,f2•deep A ®R—And And Saw Ex(sar�a�n(N)AndF N L 35 L 35 �� . •o e° LaelAcdlauaa (M)Sgn Support � � m1>,.eewa.. a' � uNa.swl ❑ D OMalnlein And PmIW Existing Sgn(N)And Suppwf ,A II O Relfatall Exatin9 Sign(N) Ofsd' S1� - J� "psn" Speed Signs:24'x30"on/owlectar andneighbarhoodroutes FNa dsu" n 30'x36"on collectorandarterial roads ®Rei.W[E=WgSgn(N)On New(M)Sign Support 2•ro4•° 1W'X1N8' y1F 1�' CROSS INTERSECTION Mie RMf r .p RainsMll ExLaring sign(N)Ard(M)Sign Support T ; The word'LIMIT"shall only be used on speed signs within dry Pan 1 limits and for all school speed zones. Install New Sig.(N)And Relnabil(M)Sign SUPp d S1ea+e l Remove Existing Son(N)And A"`"0' See MUTCD R2-1 and OR2-1 for sign details. Save Edsuv(M)Sign n SuppsN+Tna 1 . N=Sign MteN mt- TYPICAL SIGN INSTALLATION TEE INTERSECTON Materials:a-Ped fad Squane Breakaway Slee) N� — SP=Signal Pale Stainless steel Clemp d TYPICAL SIGN LOCA77ONS SL=Slainlesa Steel Clamp on Skeet Lght dyy �' RO �h^AF Nis yw° WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY JEMI DEPARTMENT OF LAND USE d PERMANENT SIGNING LEGEND DEPARTMENT OE LAND USE STREET NAME SIGNS OEPARTMEM OF LAND USE 8 NO PARKING AND SPEED SIGNS TRANSPORTATION TRANSPORTATION TRANSPORTATION ENGINEERING SECTION ENGINEERING SECTION ENGINEERING SECTION PLOT STAMP:03/13/14 6:00P KEILYE EFFECTIVE DATE: WASM.CO.# PLOT STAMP:0.1/13/14 567P KEILYE EFFECTIVE DATE: Wr .CO.# PLOT STAMP:03/13/14 60IP KE11YE EFFECRVE DATE: WASH.O0.# CAD:6510.DWG 3/13/14 6510 �,6511.01110 3/13/14 6511 3/13/14 6512 CAD:rt5tzowc HOGGANS PARK ft RECORD ®R,—l® 1eA/p\�INGS ' 85.010 Try" DATE 5/16/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Sheet 17 of 23 j 0 0 n � o 0 O \\_12'_ �12' O 1 �-12' TCENTERINURN LANE C 12" 2' 20 1- NOTES: ..C_ ci CENTER IN —�` 1.LOCATE STOP BARS 10'BACK OF THE EXTENDED FOG LINE, a OPTIONAL TURN LANE �� 8'MIN./10'MAX- 12• y EDGE OF PAVEMENT,OR CURB FACE.VERIFY SIGHT DISTANCE. u OPTIONAL 6.5 1.i 40'• 6' MIN 2 BEGINNING — � 2.LOCATE CROSSWALKS A3 PER ADA RAMP LOCATIONS OR VARIESBEGINNING OF FULL LANE WIDTH 16 Of FULL WIDTH P) CURB FACE. FOGLINE,EDGE OF PAVEMENT OR a VARIES-�-I 15' r'OF TURN LANE 25'76 TY 35' +' I 3.REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED RIGHT TURN LANE MARKINGS•ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE 120 mil WHTE CROSSWALK-CROSSWALK SHALL BE 120 mil WHITE w IN THE FIELD.STRIPING SHALL BE REMOVED AS DIRECTED w 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DEWL THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL.USE ADDITIONAL THERMOPLASTIC PAVEMENT MARKING MATERIAL.SEE NOTE 2- BY THE ENGINEER. o USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. NARROW RAILROAD CROSSING-LEGEND SHALL BE 120 mil WHITE THERMOPLASTIC a PAVEMENT MARKING MATERIAL.SEE NOTE 6. 4.ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL BE INSTALLED AS PER SECTION 00850 OF THE OREGON o y z oz a o STANDARD SPECIFICATIONS FOR HWY.CONSTUCTION. cn w e o ti�n W O O © y O MIN.3 PLACED ON TOP 24-t-- e h >W W We 20' 20' e4 S.ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST �-2 '1 �` 'I �` 'SPACING a w w-a- w o �T �T TURN 24"� �12"�- 1 D� -40'—• /1� 10 CURRENT ODOT SPECIFICATION.COPIES OF THE MATERIALS o�2 m Z ~ 12"MIN 1 ��D �I SPECIFICATIONS ARE AVAILABLE FROM: OPTIONAL 36• D m m m I - 4'II`6" e o W e o BEGINNING -I- h o O m ENGINEER OF MATERIALS AND RESEARCH o�"V w o o W o 0- CF CF FULL WIDTH r `1'b A HWY.MATERIALS LABORATORY W m a Q 4 VARIES-� 15' RAISED MEDIAN PAVNIT. gOp AIRPORT ROAD S.E. W�"a Jp W a a a OF TURN LANE RKER y>W w g o e O YIELD SIGN ^S) SALEM,OR 97310 THRU AND TURN LANE MARKINGS-ELONGATED TURN AND THRU ARROW SHALL BE rY �� m m m 4'YELLOW SALEM, OR 00 120 a WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL. O STOPHERE � E2 BI-DIRECTIONAL TYPE 1 ,� A STRIPE 6.THE ENGINEER MUST OBTAIN AUTHORIZATION FOR STOP BAR-SHALL BE 120 and WHITE THERMOPLASTIC PAVEMENT MARKING USE ADDITIONAL ARROW AT THE MIDPOINT WHEN THE TURN LANE IS AVER 40D fT. pR22 25 SIGN��JJ e 1 YELLOW MARKERS(TYP.) A PLACEMENT OF"RAILROAD CROSSING'MARKINGS PRIOR TO MATERIAL,SEE NOTE 7. RAISED MEDIAN STRIPE-4"YELLOW LINE WITH 4"YELLOW BIDIRECTIONAL TYPE 1 PLAN APPROVAL.AUTHORIZATION SHALL BE OBTAINED FROM TYPICAL YIELD LANE-THERMOPLASTIC INSTALLATION. REFLECTORS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. O O O -THRU TRAFFIC SIDE © O X _f--20-�--20--j 40' 40' 7.FOR SCHOOL ZONE STENCILS,USE ODOT DETAIL'SCHOOL'& r VARIES(4"TO 28') 'X-ING',AS NEEDED,IN 120 mil WHITE THERMOPLASTIC 20' + 2"SPACE m m 10'I--- 15'r-- PAVEMENT MARKING MATERIAL.VERIFY LOCATIONS& O f-THRU TRAFFIC SIDE 4• tq 8. STENCILS WITH COUNTY TRAFFIC ENGINEERING.WHEN BOTH 8" w m ® m m ARE USED,SPACING IS 32 FEET. 2"SPACE In m 4-1 ID ¢ 3`� \'9 J 20'�-�--20'—��4" m m� + m�4" ' m "�" 12" m 4 THRU TRAFFIC SIDE�- B.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN T 4"SPACE THE URBAN GROWTH BOUNDARY. 2"SPACE THRU TRAFFIC SIDE 1 2" 1" Z q" 9.FOR DIAGONAL MARKERS,USE"PREMARK IN-LANE RUMBLE D �"j ~r BARS"BY FLINT TRADING INC.,OR EQUIVALENT. Z O D MEDIAN NOSE-TWO 4"YELLOW LINES WITH BI-DIRECTIONAL YELLOW TYPE I DIAGONAL MARKERS-4"YELLOW OR TWO WAY LEFT TURN STRIPE-4"YELLOW LINES WITH 4'YELLOW BI-DIRECTIONAL Lu 0 0a TURN LANE LINE-8'WHITE LINE WITH 4'WHITE MONO-DIRECTIONAL TYPE I - 'n = u Z REFLECTORS.IF TOTAL WIDTH BETWEEN STRIPES IS LESS THAN 16'THEN INSTALL WHITE RUMBLE BARS. 1/2"THICK BASE TYPE 1 REFLECTORS.USE ELONGATED ARROWS FOR LEFT TURN ARROWS. V REFLECTORS. ONLY ONE UNE OF REFLECTORS. BAR REFLECTORS. CENTER BETWEEN LANE LINES. A-AQ Z W X SUBSCRIPT FOR PAVEMENT MARKING. W DENOTES COLOR.(Y)YELLOW OR J ® ® O © (W)WHITE. O J x p 2"SPACE X Z (7 Q w �y10'� i 40'� 40'� I'"-40'�-40'-�-) VARIES 40' 40' 4"SPACE *LANE MARKING DIMENSION LOCATION a d• Z N O II 4�� m m m O EDGE OF PAVEMENT AT�OF STRIPING UNLESS NOTED r = a Z *- ID m m OTHERWISE. y Q D m m m m FLS - -7q- �� - � �4" `I Q o 4 THRU TRAFFIC SIDE L4"SPACE THRU TRAFFIC SIDE --- 4x 4..} �4"SPACE (J� 3 N O 1 15' SPACING TYP. M BROKEN CENTER LINE-4'YELLOW LINE WITH 4'YELLOW BI-DIRECTIONAL TYPE I MEDIAN STRIPE TWO 4"YELLOW LINES WITH 4'YELLOW BI-DIRECTICNAL TYPE I EDGE LINE-4'YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES-TWO 4"YELLOW LINES WITH 4"YELLOW N op & 8 Q o D a REFLECTORS. REFLECTORS. BI-DIRECTIONAL TYPE I REFLECTORS. Lii ® ® O O LU TRAFFIC FLOW O W ..._�.�._._. Q 6, [-VARIES 6' 6 6 10' 30' 10' 4�� 4'-8'MIN 8" ® —�" W d I 25" 40' W 15, I T S TRAFFIC FLOW BIKE LANE LINE-8'WHRE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION•WHITE OR YELLOW LINE.WIDTH BIKE LANE DOTTED LINE-8"WHITE LINE. AND COLOR SAME AS LINE BEING EXTENDED.SHALL BE 120 mll THERMOPLASTIC BICYCLE LANE MARKING-SHALL BE 90 iril WHITE PREFORMED HIGH SKID LANE LINE-4'WHITE UNE WITH 4'WHITE MONO-DIRECTIONAL TYPE I REFLECTORS. PAVEMENT MARKING MATERIALS. THERMOPLASTIC PAVEMENT MARKING MATERIAL. otf tt1 3 FT.MIN.TO 5 FT.MAX. Z O r(ADJUST SPACING TO _ p VARIES MISS WHEEL TRACKS) VARIES O F U 'I -•-241N 1 tr�l Z0 p y O<� 5'MIN O 1= W Z 2'MIN T 8y� <o W 10 FT.(6 FT MIN.)J 40' STAGGERED U STAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 m8 WHITE HIGH SKIDa BIKE LANE LINES-ONE 8'WHITE LINE 8 ONE 4'WHITE LINE WITH A THERMOPLASTIC PAVEMENT MARKING MATERIAL. 8'WHITE 45"DIAGONAL LINE AT40'INTERVALS. z' O d HOGGANS PARK RECORD UHAW! Ne. 285-010 Type AS BUILT DATE 516 2016 THESE FECOFID DRAWNG3 HAVE BEEN PREPARED Sheet BAS ON FELD OBSERVATION AND Sly INFORMATION 18 of 23 o � a m STOP SIGN LOCATION z CURB JOINT DRAINAGE BLOCKOUT (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK -x PERMANENT SIGN INSTALLATION) STRI°ING < o$m 3"I.D.SCHEDULE 40 3 R q Ia SE DETAIL T NO.146 DWV(ABS OR PVC) PC/PT EXISTING DRIVEWAY- g`4 PIPE W/COUPUNG - 9, $ W 5'MIN. SEE NOTE 5 ROW 7"BATTER i -6. T MATCH WIDTH&GRADE 4 SIDEWALK ,.•_ry,-2% .•.,..,... ROAD 1"S-1"R CURBSIDE v r SEE NOTE 3 ROAD :: „�:..,.. O R/W LINE VARIES Z 6" a,MAX. N�\f �. 5'MIN 2R SIDEWALK MAX � a F y 7 2"OF 3/4"-0"BASEROCK •a t•; a ' 'ATPD D01E COMPACTED SUBGRADEf BASE ICOIRSE-�••• ••• If OCTAL $ SEE F24" Al LANDSCAPE NOTE 3 LANDSCAPE y COMPACTED SUBGRADE 0 6+ STRIP SEE NOTE 2 STRIP w SIDEWALK ADJACENT TO CURB Cw w ��4`�5 G ® ® 5 QIP EXPANSION w PLANTER- 5'MIN. I Row JOINT(TTP) A O STRIP 6„ F Q- 2� 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. 6. 30'MAX 6, a T ROAD 2. EXPANSION JOINTS: m.e :':;, o a�:�.• 10'MIN 2 y C ELM A. TO BE PROVIDED: ?7 �3 i%;i ELM R� q� v_14¢��WF Q i)AT EACH POINT OF-ANGENCY OF THE CURB: g^ :. 2"OF 3/4"-0" 2)AT EACH COLD J•OINi. RAA'TEXTURE PROJECTED TOP 1�.� BASEROCK 3)AT EACH SIDE OF INLET STRUCTURES. 3/4" 29 MAX 2 O Rrh Q ti COMPACTED SUBGRADE PATTERN DETAIL PLAN VIEW OF CURB O 2 tM ti 4)AT EACH END OF DRIVEWAYS. H a h 01 LI-1.W 0 5)AT LOCATIONS NECESSARY TO UMIT SPACING TO 45 FEET. SIDEWALK AWAY FROM CURB t o q%qa B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, STREET W W p WITH A THICKNESS OF 1/2 INCH AND SH/lL COVER ENTIRE CROSS SECTION OF CONCRETE. _ 4 �,..{ 4' 6' '. qY s,0N p 1�CONCRETE SHALL BE 3000 P.S.I.AFTER 28 DAYS. F'� ,. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERFLUSH MSE SPECIFIED. 3. CONTRACTION JOINTS: �o o°o 000� ��WWgO¢ o°O 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2"PREMOUDED ASPHALT A. SPACING TO BE NOT MORE THAN 15 FEET.THE iL? °oa IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND B. E DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 2"OF AGGREGATE •• _ o "0 00 PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0"OR 3/4"-0",95%COMPACTION. BASE ROCK SHALL BE TO ° o° (3/4"-0") COMPACTED SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4"IN DEPTH,WHICHEVER IS GREATER. 4"P.C.CONCRETE , ;° A-A�• o°°o��o° o SECTION 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, DRAINAGE BLOCKOUT-3"DIAMETER PIPE: _-� oo°a,0000w a� THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN.1, A. 3'I.D.PIPE WITH COUPLING. /2"RADIUS. 5' 2" 3/4"-0"AGG.BASEROCK 111131111101111 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A-A OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.OTHER'MSE SIDEWALK SHALL HAVE 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 26 DA A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND PLACED MI FULL DEPTH OF CURB. NOlESe C. DRAINAGE ACCESS THROUGH NEW CURDS SHALL BE PLACED A MINIMUM OF 2.0' 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.IN 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER AND A MAXIMUM OF 3.0 FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4"DEEP AND RAMP PANELS SHALL BE BE SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED EDGED ON 4 SIDES, 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED OVER PIPE. 6. FOR SUBDIVISIONS AN"S'FOR SANITARY AND A"D"FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2"ASPHALT IMPREGNATED MATERIAL OR EQUAL. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. BE STAMPED ON THE TOP Or THE CURB ABOVE THE LATERAL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES. 7, CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 6. SEE STD DETAIL NO.146 CTEY°F TIGARD NIIIPID a» N° mY FTIGAAD .vmos9 oc NO'�Ci� mYOETIGARD "�' ND SCAlE C[IYOP 9GAPD +slo STAAtI191tV DR N09Ca{E REGory MNUTAEL A.STONE,P.E I°W0.0.STONE P.E Aecox MIDIMEL A'TO•.:,P.E. oAPwN MIC11A6 A.STONE.Pt MYI�NtV aNOD __ CONCRETE Dwc.ND. ae �° " D mIG ND. own "„ WHEELCHAIR PAMP E.G No. "�"�"nm°D" o � DRIVEWAY Dtc Na JANUAW 2D13 SIDEWAU( 120 ,b6mew Ae m JNNARY x013 CURB 3 GUTTER ��� �N ux m 2013 STANDARD CORNER 128 '��6 0� °n J�NuaNT 2013 w/LANDSCAPE STRIPS 141 e..n.,'"m' `t o".:.,.m .n v` Lu W 0 W W Y p a p. ® o pC z Z < 0 EXISTING DRIVEWAY- sA=T 0 O LD MATCH WIDTH&GRADE SURFAONG ~ A TDP L MATCII EXIS1310 MATETUAL VARIES R/W LINE SEE NOTE 3 TfJ A' N // t' OR AS MASE uaTEwal F� 5'MIN 29 I2R SEE 2 --- _- i NOTE 3 510 WALK I o 0 o c a I _4=4= 31 m j �3 4 30•MAX 0 10'MIN � OQ� � � i Pl.M MONUMENT CASE & COVER s :BW � 3/4• PROJECTED TOP R/W OF CURB r. ORS 2%MAX STREET V ANN a•uIN 1. MONUMENT BOXES TO BE CAST IRON OR G"MIN DEODMO OE1D1Y ALLOYSUITABLE FOR HEAVEY TRAFFIC OUTSIDE OF%PE DE, o�000Doo' Wqk LDANNG#1036 OR 1033 SUPPLIED BY: PRE o°o eo° N ooeo oa •' EAST JORDAN IRON WORKS,INC. a48 (PART NUMBER 3680) a� 2"OF AGGREGATE 13127 STATE AVE SECTION A-A (3/4"-O") COMPACTED MARYSVILLE WA 98271 (360)651-6144 NOTE& SALES REP: (503)367-7925 lREf1011 FOUNDATMN 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. ' ATON'As AEauwm 2. ALTERNATIVE TYPES MUST BE APPROVED 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. BY THE CITY ENGINEERING DEPARTMENT. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOIDED ASPHALT IMPREGNATED NOTE: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. MDNJMENT TO BE NO DEEPER THAN 6"BELOW 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. FINISH GRADE. 4. SEE STD DETAIL NO.146 2, JOINTS TO BE TACT:AND SANDED. 3.-SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT DAULSION. (/'\q �ID RECORD DRAWII�NGS No.HOGGANSPARK N0.P.E. r ECALE DATE 5 7 THESE RECORD DRAWINGS HAVE BEEN PREPARED 285-010 STANDARD DRIVEIVAY ° AODoeN IONUNENT DT.G rlo. L TRENCH c no. owc.No. _ EnrrND:wMTUEnra7/CURB-TItPHT SIDEEJALK 1�2 �� JANUARY 2013 BOX 1�® 'Iw s BACKFILL �0 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Type a n' shmr A. BUILT Pov �i mu 19 of 23 9 0 OUTSIDE OF WITHIN SIDEWALK ADJACENT TO CURB o m m o PAVEMENT PAVEMENT 7'-0" B-0"PUE 3 $ O' BREAK E 18"CAST IRON 910 FLANGSIDEWALK - SIDEWALK o �" 18 3,MIN. VALVE BOX TOP h .1 MIN 6 MAX. o 78'CAST IRON 910 BOX w 30"MIN SERVICE LINE DEPTH 12"x20"ROTOCAST METER BOX, ¢ O PROVIDE 24"BY THICK CONCRETE 3 \� W/12'x20"COVER W/TOUCH 1 1/2 4"DRAIN RC d LO PAD(SEE NOTE 4) READ HOLE OR EQUAL TAR PAPER(MOISTU ¢ HAND TAMP BACKFILL SIDEVJALIC ADJACENT TO CURB RESTR6"DUCTILE IRON PIPE (0 AROUND TOP SECTION Is MIN. 72'MAX. "FIELDALOK"IN LOR OEQUALINTS NGASKETS cZ_7 't TO IRRIGATION F o 5'-6" 5'-D" 11-0"PUE 6"ASTM 3034 PVC -� t•_g^ 6'MEGALUG RETAINER w GLAND(EBAA IRON) O - TO RESIDENCE CONCRETE PIER 6"GATE VALVE - BLOCK FLO. z M.J. a OPERATING NUT EXTENSION "� "..: P�E � M.J.z 6"FTG.TEE (SEE DETAIL NO.505) 30'MIN SERVICE UNE DEPTH PLAN SIDEWALK WITH PLANTER 2.0 o m 6 02 �4' STRIP AT CURB o In2Z' of 0W 712'x20"ROTOCAST METER 80%, METER BOX DOUBLE CHECK a � U Vl/12"X20'COVER W/TOUCH VALVE ASSEMBLY SIDEWALK 2�R W�I-2 21n READ HOLE OR EQUAL (I t _ 3"MAX.BREAK FLANGE 6 4?a `W�U P�� MINn ni LA SIDEVIAL1C WITH PLANTER STRIP AT CURB � PIT } �W o 0 NDTES: CUSTOMER SIDE R 6 t MVOR3NTS TO PORT-BES MODERN MUELLER OPERATION NUT,(OR OPEN LEFT QWITH)THE FOLLOWING: 1.SURVEYOR TO INSTALL TEMPORARY HUB A. OIL RESERVOIR y W W O AND GUARD STAKE AT LOT UNE FOR B. BRONZE ACTUATION NUT to NOTES: METER INSTALLATION. 1"UNION EACH SIDE NOT TO EXCEED 0 BRONZE SEAT RING 2.BOXES SET IN CONCRETE SHALL BE 8_70^ 1)VALVE BOX NOT TO REST NEXT SIZE LARGER. SEE PLUMBING CODE 24"DEPTH D. WEATHER SHIED CAP ON OPERATING ASSEMBLY. FOR DEPTH OF E SAFETY SLEEVE COUPLING 3.CENTER OF METER BOX TO BE OFFSET COVER CRUSHED ROCK BASE 2)OPERATOR EXTENSION V FROM PROPERTY LINE. ELEVATION F. THREADED NOZZLES WITH"0"RINGS REQUIRED WHEN VALVE NUT ,N 4.BANKED METERS WITH SHARED SERVICE G. NATIONAL STANDARD THREADS IS DEEPER THAN 3 FEET O 24' UNE TRENCH SHALL HAVE 18"MINIMUM INSTALLATION SHOWN IS ONLY A SUGGESTION. 2. SAFETY CHAINS TO BE REMOVED. FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4"MIN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 5.IF WATER METER IS LOCATED INA 3/4"-0' METER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. BY DISTRICT FIRE MARSHALL 3)CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. AXIS OF OPER.NUT. 17"X "X12"ROTOCAST IF TWO METERS MUELLER 824258 5. NO OBSTRUCTIONS WITHIN 3'0"RADIUS OF HYDRANT. ARE BANKED IN SIOEYlALK AREA THEN 5/8"X 3/4'%1'OR EQUAL 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST 6. IF SUBJECT TO VEHICLE DAMAGED.PROTECTIVE POST TO BE PROVIDED. 4)PROVIDE 24'SQUARE BY 4'THICK DISTANCE BETWEEN ANSLE STOPS WILL COCKS IF BELOW GROUND INSTALLATION. 7. VALVE BOX TO BE IN ACCORDANCE Ylhl STANDARD DRAWING NO.503 OR AS APPROVED CONCRETE PAD AROUND VALVE �"- 24�'-'I 1'TYPE'K"SOFT COPPER TUBING BE 24". THRUST ENGINEER. BOX OUTSIDE OF PAVED AREAS -SEAMLESS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) ON THE 4 1/2"PORT. FnGARD ""�1ID B'` NO SCALE CITt D Y'IocN Rp ^^��°Y NO 6CME `�non''� W SCALE 11=00fiE 5.I E,P.L x0 SCA1E mT OP nGnnD TNEDDORE 5.KYLE.P.E. FIRE HYDRANT J THEODOffi 5.KYLE.P.L THEODORE S.KTLE.P.E TYPICAL GATE DOGxo, a mxw° an�� SJG Lt 9 DND xaPr°o� ° EGi IGATIO+d DOUGLE DNGuo. � °x a ,� +AxuARr zon VALVE 503 9 r�no'o "L�+ .IAxuAor zon l"DATE{: SERVICE 520 �- �.'�m'°"K°�°x"9-a, uu+unn'zon CHECK: ASSEMBLY ��9 �a �"����x' ,uKuwY zon ASSEMBLY 542 W ~ "' " .°•P`�i' "'°�T.>I' i�al. Ix W RECORD DRAWINGS P < z DATE 5116/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED u a O� BO BASED ON RD OBSERVATION AND SURVEYED INFORMATION 5 rte' N O z a o SALIPLING STATION ® 0 � #'�• THE I E SUPPLIED FOUNDRY CO.ECLIPSE N0.89 Y T'VE VEt4T O (TO BE SUPPLIED AND INSTALLED BY CONTRACTOR MSA VENT CAP � � _ � - WITH 1d4 BALL VALVE IN PLACE OF 1/4' BROOKS 37 METER 80X l Y •^ PET Ct3CK ON VENT. (2) BOTTOMS REQUIR 3 1/2' -0"' BRASS STANDPIPE 1"STREET E 6"MAX~ '^ PLUGGED T_E PLUGGED GROSS BURY 1"UNION 12"MIN .. BEND PLUG OR CAP 78"MAX /LID 970-C SME 1'AIR VALVE LL ..t;...�„ J// (COMBINATION AIR&VACUUM) 0 0 0" c 18"910 VALVE BOX TOP(C.i.) v u y o ,�•,+ �•,•- CONCRETE SLAJ z y @ LATERAL PLUGGED CROSS TEE (SEE BELOW) .o y d B"ASTM 3034 PVC PIPE m 3 ' - u CONCRETE THRUST BLOCK SCHEDULE i"x 3"BRASS NIPPLE t"90'ELL YO SEARING AREA OF THRUST BLACKS IN SQUARE FEET 3/4"BALL CURB VALVE W/ ( ) COMPRESSION ENDS w O FITTING 90HEND,TEE,OR 45' 22 1/2- 11 1/4' MUELLER B-25209-3 t"BRASS 90'0.L mo1O ? SIZE(INCHES) PLUGGED CROSS BEND BEND BEND owo O 3/4"AWWA x COMPRESSION 1'x 6"BRASS NIPPLE 01.9 01.3 -- -- 1"COPPER TUBING r w �• CORPORATION STOP �n3a mw 6 04.0 02.1 01.3 -- MUELLER H-15008 1"BRASS COUPLING W w w 0 8 07.1 03.9 02.0 01.3 a ? w 12 16.0 08.8 04.5 02.3 i"CURB STOP 16 28.4 15.5 08.0 04.0 3/4"IC-SOFT 671 RP 90' ELL COPPER DOMESTICw24 64.0 34.9 18.1 09.1 ( )MAIN3/4"COMPRESSION x MIP716'x 12"x 2"CONCRETE PAD 9'ELBOWCORPORATION STOP z mZ MUELLER H-15531 v ( U ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN \\\ ALLOVIABLE SOL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO m m COMPUTE BEAPING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING NOTES: E,. w STESSES,USE THE FOLLOWING EQUATION SAMPLING STATION <o w0 � BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)%(TABLE VALUE) CONCRETE SLAB 7, FOR 12"AND SMALLER WATER MAINS Holmrn¢ p O 1.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 6' 2. VENT PIPING TO BE GALV. w w z 2.STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL N0.561 MIN 3. SLOPE COPPER TUBING FROM O z d 0 3.CONCRETE THRUST ELOCKING TO BE POURED AGAINST UNDISTURBED EARTH. MAIN UP TO AIR VALVE 1% MIN. F 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 5.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON ® Pk THE PLANS: c.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 6' WOF.� 4. LOCATE AS NEEDED OR REQUIRED y a Z v 6.IF NOT SHOWN ON RMS•REQUIRED BEARING AREAS A7 FITTING SHALL BE AS INDICATED ABOVE, MIN s S. COMACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES. 13+ (D O ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING " O STRESS(ES)STATED IN 8. PROVIDED do INSTALLED BY CONTRACTOR. THE SPECIAL PROVISIONS. CJ¢0 HOC`z 7.BEARING AREAS ANO SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER m U O BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF THRUST BLOCKS ARE IN SQUARE FEET. Pmf ect 7xED001S s.KTIE,P.E. xo SCAEE ncnno +Px'"P�Kr xo scALE �.oxEw� °* "°+' no scAUE �o°Ke oxG� �' COMBINATION D HOGGANS PARK CiEYO��A&D wmm�°°vcoms,°x TxEOD s��KYIE,P.E. STANDARD THRUST Dm ND. a nr000�cIX ImE,P.L D1iG N0. 7xE00DRE o KYtF,P.E N0. ° °xmYQ VERTICAL BEND DNC.NQ w Wow°° RESTRAINT 563 oaaewx y MIUANY zon BLOCK 560 e. _ SAMPLING STATION • x85010 imaoK""'eco°Liv .IAxuAm zw1 wm°ra.:o."x, �wtmnnr zon 572 .uxwln zon AIR FY VACUUM VALVE 5g0 TYPe owta..m -1wlvann -ib+I r„ `Oiiwlm, AS BUILT Sheet 20 of 23 a PRE CAST%7 0 LOCATE PROLE AND COVER NOTES: Xn cc(2)SANITARIYAL i U CNA us)GE OF AT LEAST COVER ONLY o 12'N TRIM 1.ALL STEPS SHALL CONFURM TO ME REOUIREMENM OF ASTM Ci Q m B R 2.MANHOLE STEPS MUST BE TIGHT AND ~IMINmX"8 AL.Lh RE-CAST MANHOLE'SECTIONS SHALL ALL STEMBEDDED. z 4 CONFORM TO THE REQUIREMENTS OF ASTM 3.ALL STEPS SAME A IN.TIME, SHALL 01 I-u g BE OF THE SAME DESIGN,TAE,AND w?a C-478 AND APPLICABLE PRDWSIGNS OF SIZE(MEDAL OF UNYATCHD STEPS m y n STANDARD DRAWNG NO.010. O t-1 4` IS NOT PERMITTED). �r o 6 A .-E.2T FROM '-•G ':A 'J AINDARO FRAME AND COVER OR ° d"'� O 1 TOP OF RRST STEP TAAIESTO T FFAYE ANO COVERR. <.:-d O TO TOP OF CASINO SID.MUMS NO.110-SA/ST 4 CR7 FRAME RANE M NON-SHRINK ENCAPSULATED SET RUBBER GASKET 5'MINIMUM 12• ..'V•:t4 N F1 W NOTES + GRADE RINGS(2'.P,OR B') 8• ': n- ALL WAIMMIM 12'SET IN a•. 12' W 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE 'HMI-SHRNK GROUT a'',d !• W ALLUa M REQUIREMENTS ASC-6C-478. PVC 2. ALL POURED IN PLACE COMPETE SHALL HALF A 28 DAY PIPE A6PE a 'a STRENGTH OF 3000 P.SJ.ASD RUMP OF 2TO 4.SHALL BE SEALED NM PRE FORMSTANDARD ECCONMIC ED CASKETS COPOLYMER POLYPROPYLENE PLASTIC SANITARY ASK SUCH AS KENT-SEAL N0.2.RAM-NECK,OR AN APPROVED 38'CONE 1 EQUAL CONFORMING TO FEGERM SPEcncATM4 53-300210. n PIPE 4. ALL PIPE CONNECTONS M MANHOLE SHALL BE WATERTIGHT. FlSANDED BELL - 1/2'MADE 60 REINFORCEMENT 1TNC O.D. •'r 24-3 a' y Z 5. PIPE OUNN M CH CS 24'OR(NEATER SMALL REQUIRE A 'v '' i y W I Wj h W MANXME PND MS OF F DETAIL YANDRA STEPS S0 ' Q 4 W U Q 6. PIPE LONA MANHOLE OF FOUR TI MORE MANUNE3 SHALL REWIRE A MPNHUM CONNECTION AND CHANNEL NAIL SID MLAYPoIC 3/4 13 CC Q D)W>W W 7. PROVIDEMANHOLAMINIMUM EH'OINTACT(UNDISTURBED) yAMOLEgCTON PVC SANDED BELL PPE T L 24=2N)-Io MANHOLE WALL ACE OF OF HNHOLE.3 A3 MEASURED (VARIABLE 1'-4D 0.0 } 3-3/8`FOR I 2 _.I i IL U CO y G ti MI ME 1NSIOE FACE OF THE MANHOLE 8. SHE AKQUT O WALL FOR PIP SHALL BE 2'MINIMUM AND 6"MIN. PLASTIC SARTY STEP '_ 2Y m o J W W L1 rZ ti U L`MAXIMUM CLEAR OF PIPE WALL 8"-8-5/8` y;? A Q W^O Q O 9. THIS DETAIL UMLID)TO MAXIMUM INTERIOR DROP OF 24' L B a.'p N• W ti )V W D_L,�U(r a FOR SANITARY CONNECTION AND 48"FOR STORM 10.WWAANTERETMNT/TAMPER PROOF MANHOLE FRAME AND S'YINNIAI .D •9•J .a 3' ~7' W W a R KOR-N BAND EZ COVER SHALL BE USED IN ALL EASEMENT ANO OFF - STANCE N INTERNAL ,,,,YY1'�` p6 3/4"GALVANIZED BAR . • h m STREET AREAS. a++ W 6 Q STEEL BAND NON-SHR N TNG GROUT FOR CONCRETE%PE ONSMUCT CHANNEL '.•'e T L' AND SHELF IN FlEID MATERIALS: 3- ` MIN IUM 12'Ll 'A (ow psomm SLOPE ITP. • Y WN.FROM TOP OF INHOROEPT '12'MINNUM OF w_Ur e:L r qPE ro MANHME COMPACTED BASE ROCK GALVANIZED: SECTION E6(3/4•DIA.)GALVANIZED DEFORMED REINFORCING BAR. REINFORCING BAR CONFORMING NTH ASTM A-615 GRADE 40.PIPE I.ABILE GALVANIZED CONFORMING NTH ASTM A-123.CONNECTOR dPLASTIC:MUST CONFORM NM ASTM C-478. S'MDYUN CONCRETE STEEL REINFORCING BAR MINIMUM 1/2`GRADE 60. sMODM ROSH CHANNEL.ro KOR-N-4EAL BOOT MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: 3/4 VERTICAL HDGHT OF PIPE <A�.`�'`T NM INJECTION MOLDED COPOLYMER POLYPROPYLENE .'}...-, N SUBURBAN TYPE NOT FOR USE 1N TRAFFIC AREAS OF COLLECTOR ANO ARTERIAL STREETS NM SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CART IRON ASTM A-48 CLASS N 12'MINIMUM OF W-0'COMPACTED BASE - A'FOR GALvpNUEO STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. BAg MATERIAL "' 4. NOTCH UD FOR LIFTING HOOK. PRECAST CONCRETE � SUBURBAN AND STANDARD STANDARD MANHOLE � MANHOLE STEP �\` MANHOLE FRAME AND COVER L Lu GleanWa6er Servaces MANHOLE BASE Sampler C1eanWatPr Serves °°° REVISED 02-03 °e'C°'�L"�Ma1ir' DRAWING NO. 020 REVISED 05-07 "�� DRAWING NO. 100 REVISED 02-03 o.r.omeMm°mMme:.r' DRAWING NO. 110 SANITARY REVISED 12-Oe ��+�rBIIR. Q V DRAWING N0.010 UJ W RECORD DRAWINGS o 0. DATE 5/161201 THESE RECORD DRAWINGS HAVE BEEN PREPARED50 z BASED ON HELD OBSERVATION AND SURVEYED INFORMATION Q K 0 31, a ccw HL^ C H Z z SEE NOTE AT TOP OF 0 cc STANDARD DETAILM020. nn9velava0 W� (9 Q F OSE ETER u- cDNr)Gu TAA A 8 V O MANHO � STANDARD DETAA#160 GRADE RINGS(T,4',OR 6') 1 vvC uwrm q MAXIMUMS`-SEE NOTE 6 t'FLAT FACE LETTERING SET'IN NONSHRINK GROUT ,E •-b^''•i^''"I-ti�'�- (RECESSED FLUSH) PAW NG RINGS NOT ALLOWED • ; N _`ryI/pub'■ $3fg '3 e e VIA NomLMLANHOLESECTIONSSHALL CON FORM TO THEREQUREHENTS D mvcN TIL..-JJJJ $ 9 OF ASTM C<M AND APPLICABLE 1 5 555 5 gD O �/ v PROWBIONS OF STO MANHOLE \ !� °P'I � 3B O D ¢ W DPAWINGNO OTO \ @B g c� ,�.e•r�..rA. 44 $5 � � s a o e3 i9E�6;p39�� &8 14 4 SE® 2.BLF:TNAND OUTLET PIPE VOTTO EXCEED ,g FRr,A PROVIDE SPECIAL DETAIL FOR OUTLET` m ,{ EpFep�eF•9 ® p z y .. Mesh FLOW CONTROL EKCEEONGIB'DIA e0'MMNMW 59� "F`Q� �y�j a Y I i�H �S l S v d L' Q O P a G WATERTIGHT SEAL rmN hr omrr rP[onrzo x�u-vuV xui "++a 36y M ® K 4.DEVICE RET35HALL HAW CONTROL IC OPEN TL1 SSR DEVICE SHOUT ML-VOTER-DEBRIS SEPARATORSib PICKHOLE (16)3/4' NNN ,T iii y 6 SSS >• - kp PIPE TYPE ?IiIIEFgeiS� B - HOLES AS SHOWN CONN CT 3gg PLAN VIEW COVER BACK GONNECIION NOTES J E4�i�a�2a"=`�'� ANTSIPHON DEVICE PER I. ALL HUDDS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL HE It11�9113I1I11.H 21 q 9 I • PLAN,AS RS NANO"ACIMRE➢BY. L 9 t•5t I ` 24 3/4' DIA. APPROVED BEST MANM50ENT PRUDUGIS,INC. B� �€D€5, ALL HOODS AND TRAPS FOR CATCH BASNS 01f1'OILB DEBRIS STOP 53 MT.ARCHER RA Ep ANDWATEROUALITYSITRETLRESSHALL LYNE,CT OQ71 o TOUL.434-0277,(560)434-3195 FAX O O BE AS MANUFACNRED BY: 1011 FREE.(S00)504-BDS OR(tlBB)354-7505 y BESTMANAGEMENT PRODUCTS,INC. AN WEB SITE. bV:LNRwn �. 1 1/4' 7/D' 53 Mi.ARCHER RD. ]. OR PRE-APPMVED E(YJAL J 'A� (680)49T M71 4O2T/,(88%4343fe 'I tw 2. ALL HOODS SHALL HE CONSTRUCTED OF A CLASS KINFORCEO RESIN COMPOSITE WITH Tl ' I FAX 4O 77,E:(000)5040008 ISO GU.CWT EXTERIOR FINISH WITH A MININUM DUB'LAMINATE THICKNESS `t' OR(888)354-7585 1 3. ALL HODDS SHALL BE EQUIPPED WITH A WATERTI'uHT ACCESS PGRT,A MOUNTING FLANGE, O O L WEBSITE:WWW.BESTMP.COM T AND AN ANTI-SIPMR VENT AS DRAWN CONFIGURATION FIGURATION DETAIL) 2 7/8' OM.6 PLOATABLE DEBRIS 6' SQ, OR PRE-APPROVED EQUAL ONSURFACE CANNOT EXIT PIPE 4. THE SIZE AND POSITION O'THE HOOD SHALL BE DETERMINED BY DUTLET PIPE SIZE AS '�• $ `` id 3 1 V2, PER MANUFACTURER'S RECOMMENDATION. 7 L/2' SQ, SUMP VOL MEAVAILABLE 5. ME MITiDM OF THE HWO SHALL EXTEND DOVNWARD A DISTANCE D:18'iROX I.E.OUT. P�IFCA�rI(�H��Ory E�MF.���A�M MINIMUM MAXIMUM 3 i FFFF t-RTTMC LAGIM� 6. THE'ACCORDING VENT SHALL EXTEND ABOVE ND00 HY MINIMUM OF 3'AND A MAX"O' F#(S AI 22 I/2' DIA. e4.e CF 24'ACCORDING TO STRUCTURE COPSIGURATION. T2MH• 141a CF �� '� '6 115.6CF 192]CF mAeovvEVE OETNLFOI.- 7. THE SURFACE OF THE F LWSLRE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED 5 w 8C••CTION VIS REOUIRwDxrs Fxc0Egx01Mars SMOOTH AND FREE to LOOSE MATERIAL. N r. ...... .-.. S. THE FOLD SHALL HE SECURELY ATTACH TO STRUCTURE WALL WITH 3/8'STAINLESS STEEL DOLTS AULL -RESISTANT GASKET AS SUPPLIED➢Y MANUFACTURER(SEE INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION XIT. N SUMP VOLUME REQUIREMENTS MSTALLATION KIT SHALL INCLUDE, 20cF11.A('.FSOFINROW A. INSTALLATION INSTRU:TIGNS - B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER •' c Mx4NUMREOWRFn C DA.-RESISTANT CRUSHED CELL FGANN GASKET WITH PSA BACKING SEE DETAIL#110 FOR MANHOLE FRAMESPECIFICATIONS. RDF A 3/G•STAINLESS STEEL BOLTS E ANCHOR SHIE_➢S II PI0)!CI STORM WATER WATER QUALITY WATER QUALITY HOGGANS PARK �7 �' FLOW CONTROL STRUCTURE NM. MANHOLE LID uma;Asoim MANHOLE (SNOUT) A cI,mv`,.'L_ �"s-)-;:,� MANHOLE (SNOUT) B aea.wiI; Services DETAIL © �)�' 0� z85-o10 Ovr covvltmmtle ctvnr, REWSED 12-06 Our oommUmwtiecWr. ITR! RENSED 12-06 ' DRAWING NO.250 REVISED 12-06 0----" G`==' DRAWING NO.260 REMSED 12-OB DRAWING N0. 270 DRAWING N0.120 AS BUILT Sheer 21 Of 23 a 0 /_.S PPp80VE0 FACE OF �B B� A�•I CURB I g n b .� 0 AV1NG / c. :. •.° I Vii W�W g n A A A-4tB~ SEE SID.DRAWING NO.400 FOR FRAME AND GRATE T PAGE OF CURB A A s/e-X 3' ibM BACK OF CURB ® a 2 2TNd- 3'WEEP HOLE A A LGW a 2 mce"FIAT 2• OLIN WFL _.�Z - Fox fxAUE Axp GxATE� a> Ba BAx SECTION A-A FACE IDE_ F OPEMNG 30' ONTRACTON . f PLAN VIEW GUTTER JOINTS T/Y PRE MOLDED F1 t 3'-0' EXPANSION JOINT L W O J FILLER(TPP.) SECTION A-A B A -- e---� PLAN w a/4• OM FACE OF WT1ER PLAN VIEW _ W 0 MIN. RB INLET OPENING MAX 3'PLAN RFLOW INVERTNORMAL GUTTER FLOW UNE TOP-FACE OF CURB TWE rw TOP-FACE OF GUTTER B ylr X 2 1/Y RAT BARS O MA6Xp.WM ]H]-W G (Fl SW UI /B'M cFNTER OITOM-FACE OF GUTTER A `�Q I�Q y W a W ti Q e' n BACK-BOT TOM W CURB • s MA%. nA¢ MA%. Y NET➢RGE 18" MP O Ll: Q UIQ I� ° WIE J� Lo �I 1 •.i - _ �QI��I_ Qp aoss Bu+s T to °' 1r OI�m �O:OEt 36' w a O.dWQ'�WY mb _ -I �I/3�WW�OQ 27 3/8".. P..6"� m y L3D' T '1 1/238' M ,2. SECTION A-A SECTION B-B FRONT VIEW PERSPECTIVE VIEW SHOWING SECTION A-A SECTION B-B z DEPRESSED GUTTER AT CURB INLETNOTES. S: 1. A i. ALL PRE CASs SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. E3 1. ALL PRE CAST SECTIONS SHALL CONFOHM M REQUIREMENTS OF ASTM C-478. TYPICAL BOM M. NOTES: 2. NSTALL STRUCTURE ON MIN,OF 8'OF�•-0'COMPACTED BASE MATERIAL 2. INSTALL STRUCTURE ON MINIMUM OF B"OF 3/4'-0"COMPACTED BASE MATERIAL. D,X 2'MT 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETNG ASTM A615 GRADE OR WEDGED BMS Fwpl SID PLAN WTLW BARB ANO 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL,ASTM A-36 STEEL,AND BE WRE MEETNG ASM A497. EWRY SECOND SECTION B-B HOT-DIPPED GALVANIZED AFTER FABRICATION. 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF MOD P.S.I.AND A SLUMP 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASM A615 GRADE 60 OR WELDED INUER BAH OF Y TO 4'. WIRE MEETING ASTM A497 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 5. CHANNEL REQUIRED IN TLOW THROUGH PPPDCATONS.AS APPROVED.ALL OTHER AND A SLUMP OF 2'TO 4'. APPUCATIONS REWIRE AN 19'SUMP BELOW LOWEST PIPE INVERT. 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 20 DAY STRENGTH OF 3D00 PSI AND 3.INSTALL STEPS MEN DISTANCE FROM TOP OF UD TO FLOW UNE OF PIPE IS GREATER MAN 6, INSTALL SUPS WHEN DISTANCE FRON TOP OF GRATE TO ROW DNE OF PIPE IS GREATER MAN SLUMP OF 2"TO 41. 48'.SEE SM.DRAWING NO.190.SET FIRST STEP 12"FROM TOP OF GRATE AND ALIGN WITH 48,SEE STANDARD DRAUANG NO.IDD.SET FIRST STEP 12'FROM TOP OF GRATE, NOTE: UD OPENING. 7. PH-CAST STRUCTURE'S CONFORMING TO O.D.-TYPE G-2 CATCH BASIN INLET ARE AN 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASIN DESIM/WRH DITCH FRAME AND GRATE TO BE NEW STRUCTURAL ASM A-36 FLAT BAR STEEL OR APPROVED EQUAL 4.INSTALL STRUCTURE ON MINIMUM OF 8.OF%"TO 0"COMPACTED BASE MATERIAL. ACCEPTABLE ALTERNATE.(ALL GRATE MATERIALS SHALL MEET C.W.S. INLET TOP ARE AN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. 5.72"MAXIMUM ALLOWED WITH DISTRICT OR CIN APPROVAL,TO AVOID CONFUCTS WITH EXISTING STANDARDS AS SHOWN ON DETAIL#320) STANDARDS AS SHOWN ON DETAIL#400 UTILITIES. CATCH BASIN FRAME AND GRATE (CG-2) C7a�nVb;?IIswvim INLET CATCH BASIN (CG-30) �,w AREA PDRAIN DITCH INLET &vim v DRAWING NO. 320 REVISED T2-O6 OFe4G�I�Y4is DRAYANG N0. 330 REVISED 05-0] �'"•"' -tV�= DRAWING N0. 380 E 11REVISED 12-D6 ��r`�'�' REVISED 05-07 ow kdm _ DRAWING NO. 390 ui RECORD DRAWINGS ® w DATE 5/16/2QI5 THESE RECORD DRAWINGS HAVE BEEN PREPARED 5 (® O BASED ON RELD OBSERVATION AND SURVEYED INFORMATION H c M a w z O w Z 1.v4• PLAN W (D < C� I-1 o LD PROPER tt UNE OR _ V u S I- �n � UTILITY EASEMENT ""_ 1.PVC HUB SHALL.-FORM TO ASM 3034,SDR 35 DPoVE INTO CENTER OF %`�`. RUBBER SLEEVE AFTER.-F PEEVE IS PLACED IN HOLE Jill I CLASS "B" CLASS "A" 2 2 LL +/A PIPE SIZE AS SP SECURE 2%4 IN PLACE I��T�'Y MOUND E%CESS NATIVE MATERIAL In, ml AGNNST PLUG W/BACKFILL {%!( r�In K1 2.BTAINLESS STEEL BAND SEWRES UPPER HALF OF flUBBER SLEEVE 1D THE SURFACE REBTORATON OYER TRENCH TO ALLOW CO Y w• PVC HUB.STAINLESS STEEL BAND SHALL BE MO SERIES.Ne BAND MTM. AS SPECIFIED a A+h'•V'+' u 1/y. 10 PREVENT PWG BLOWOFF .•.�\�. CADMIUM PLATED CARBON STEEL,AND ATTACHED NM HEX HEAD SLOTTED FOR SETTLEMENT 0 FOSE Mi But STORM OR SANITARY SEWER CONN SCREW. .x yr.v.• SECTION A-A NOTEES: 1.FOR NEV CONSTRUCTION ALL SDE SENOR AND SM STORM PIPEUNE •••-•• y y /°. CONAECHONS TO 8'AND 10'MAINS SHALL BE WITH FACTORY - ,�.;1:�•:•`•• • yam- FABRCAIED'TEE'FlTTWGS UNLESS OTHERWISE APPROVED. 3.COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT MAT HgAS IT IN \ •:_,•.':; 1Y NAIVE TOP SGL - a v Z y h 2.PIPE MATERIAL SHRLI.BE ONE OF THE FOLLOWING '/ PLACE. .i 3 A.P'2 SSM-3034,ASM-C-900 IF TOP O E EXISTU u w B.MOUTE ASM C-14,CIT 2%4 m z p C C.WC11.E IRM CLASS-50 95Z COMPACTOR 90%COYPACRON PRIOR M EXCAVATION. C 3 �a . WITHIN 48'OF I I] O Y 6 S > w SIMM "FACE D.A-2C00 PVL ASM 948 _ -uwHsMRBED PLAIT E.PVC RIB MEETING ASM D 1784 }1'L' T}II " MATERIAL 3.ALL NPE SHALL BESCOLOR 2OWED: I �C-UNOISTURBEO •�Raw RsrotM" NATIVE EARM� -GREEN FOR SANITARY SDE SEWERS EARTH Z 1�2• _I�/2" -WH1E FOR STORM SDE PIPEUNEB - SURFACE 7` �l --I NIN HEIGHT: TOTAL LENGTH OF 2X4 GROUND 1 DEPT 12' M OF T LOT#: AS SHOWN ON APPROVED SET OF PLANS SURFACE�I MAMETC 3 VARIES X3/4 Bp�('•" MIN 2X4 MARKINGS TO FACE STREET I TAPE _ \\ '.•'•��.'� 1B /B 36' LOT# li 2 •t- 1.'i> T r SECTION B-B GOLM CME SURFACE .. '� i� > •,t:"'•',, e L J (GREEN-SAMTMY) (WHITE- LABEL MAGNETIC TAPE NAM BLACK LETTERING h 3/4'-0 CRUSHED 'I 1/2 PIPE SANITARY'CAUTION SEWER BURIED BELOW.' Y ROM "1' V° , O.D.PLUS 6' GROUND PIPE ZINE o STORM.*CAUTHON ABOVE STORM GRAIN BURIED BELOW.' j 2 1/2'x 1/4'S0.EDGE FLAT BAR PLACE 18'ABOVE TOP OF PIPE AND AGAINST 2%4. •., ¢�.m •• 32' VTV.GRATE BAR(17 EA.) �3/4'-0 \\ 'v`b OPIPE PIPomPLUG \ 6TRENCH STABIUZATM: 2 1 2'x 3 H' .35 MINIMUM WAIL THICKNESS 1 2 PIPE O.D.PLUS 6'MIN.FOR PIPE 18'ANO IRAN i S REOGRED,TRENCH STABIUZADMM SHALL BE D PRIG O O PLACEM Y SO,EDGE FLAT BAR _ MINIMUM SLOPE FM 3 1/2 PIPE O.D.FLUB 4'MIN.FOR PIPE SMALLER MAN 18' /4•-0 PIPE ZINE / AND PLACED PRIM TO PLACEMENT �.../ • �BEDDING MATEPoAL 6"PIPE=O.OIO MATERIAL AS SPECIFIED NOTE: 4'PIPE=aO20 1.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. PLAN SUPPORT TEE WM 2.INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12"AND NOTE BEDDINGGRAVEL, LARGER INSIDE DIAMETER Q.D.). ALL COMPACTTION REOUIREMEM PER NOTE: MINIMUM 2'0'NIDE ELEVATION 3.SEWER MAIN SHALL BE TWO SIZES(NOMINAL I.D.)LARGER THAN THE INSERTA AASHTO T-WAND ODOT/APRNA SPEC 00005. FRAME AND GRAZE SHALL BE NEW STRUCTURAL ABM A-]6 FLAT BM S1EEL OR APPROVED EQUAL 4.HOST PIPE SHALL BE MINIMUM.35'WALL THICKNESS. HO Pla HOGGANS PARK DITCH INLET TRENCH BACKFILL No. -�' SIDE SEWER / SIDE STORM - INSERTA-TEE ' 285-D1D FRAME AND GRATE ClemVlila Saevioa C]mmRiir SQviols C7etViiiu Savioea DETAILS CInViilr SRvice� Troll �.�rswv PIPELINE REVISED 12-06 a R+d+� o.BC�r.#YBYm AS BUILT DRAWING NO. 400 REVISED 12-06 DRAWING NO.520 RAWWNG NO. 530 REUSED T2-os ��� ' DRAWING NO. 590 REUSED T2-D6 Sheet 22 of 23 a 0 o � o o u Z y CONSTRUCTION o ra w dv M o F o--i 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended > � tl a F o mo topsoil.Topsoil amendments shall be garden compost,not conventional fertilizer a $ g �R y o m TACK ALL EXPOSED MATERIAL Q w o✓r aendments. w ;, tt PATCH AC TO CHEATER OF 3' \w d U ee 2. A biode��..,,�i�eble Erosion Control Matting shall be laced over the topsoil throughout the ^ �" G ffi & " tmewes sX) THICKNESS OR EXISnNG W+tr MIN. Z X IY-X Q grad" g P P /// 4 Q O '� g Ir 0-.8 1.0-.Y U 6'MIN. SAl T 6'NIN. EXISTING AC S I O< Swale cross section,fabric shall be held in place in accordance with the manufacturels _ _ r; . Z 1 m' v installation requirements.Anchor spacing shall be based on 3 fps flow over the fabric. w a.Treatment area-high-density jute matting(Gwjute Plus or other approved equal) b.All other areas-low-density jute matting(Econojute or other approved equal) e > Gras Qo io o z 3. 2.5-3 inches of 2"-"river run rock shall be placed over the matting evenly throughout the °" a 0 0 0 0 0 0 o°�O o °oAQ o°°o 0 0 0 o 00 O �, wQ ORO 6 w length and width of the Swale. $ - - �fpll^pN� W 0. O t 0 0°o Goo Too o oo o O 0 o O °°° °00 0 0 aerc v 4. Plant materials shall be laced in accordance with the tern and lam table as shown on 9 ° 0 00 0p000�o0 Oo GP0800�oo0 o$8°0°00°0Co000 Imo¢ 3w _vi P P P ^ $ "'', 6 " £ N 04 00 ¢o ` "� approved plans. 4 ! o p o w Do 0 c000, 0o N m Q c o 5. The water quality Swale treatment area plantings can he deemed"substantially complete" p w 8 g & o Jo o 0 0 0°008 ?; once active green growth has occurred to an average growth of 3"and plant density is an EXlsnrvc °oo O°GOO�J� 3�`--° a o`- average of approx.6 plants(minimum I-inch plugs or equivalent)per square foot. 6 go 4 w kH g = a BASE ROCK ODD°W 0or>D o0 o CRUSHED ROCK Q s " 8 W a 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth b & ,; Etta &a j w °o°O °� o a I"o o < 3 and density matches the en Tneer's design as shown on the a roved lans and all other '�^ e i '�w e p o I= w �. a2i IY S g PP P ^ lite % wU o O o0°0 0 oom o< requirements have been met.The engineer must certify the facility to be functional,in a W v Imo-2�'n atb Do o I D _ W�a_,w�o i w w z< of accordance with the approved plan design to begin the two-year maintenance period. �11 d 2 o w PIPE ZONE z 3 U O QinZO u v°i w LLo iia o:. z F a J= MAINTENANCE d d d N.B 1' Yn 1O N zm��a 1. See Landscape Plans. �SWe' z I 'z oWUQWOJ� a WmaD zo o BEDDING iS'vT o < 2. See Landscape Plans. = a a " m m g``a 3. Engineer or Owners Representative is to visit Bud evaluate the site a minimum of twice i _£ 'W"•r-"II' _ y a w w g o ad U 3u33 may- - DDS r 'E'-6.4-91 it z mn annually(Spring and Fall).The landscaping shall be evaluated and replanted as necessary _ 0a 0 x to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial Jp ¢ N coverage.Non-native,invasive plant species shall be removed when occupying more than s g L = NOTE: U� Q -Oj3 Zv,jw�oi° jg1$nN 0, S a t 5v�i 1.TEE WT TO BE DONE AFTER EXCAVATION AND BAGKFl OF TRENCH. N O O O R 0 20%of the site. p - a o 2.SEE Sm.DRAWING N0.580 FOR BEDDING.PIPE ZONE.AND TRENCH BACKFlLL 5 N ww O C°Z o z�,°�,? 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth 8 J �Q J vwi ai=. o < occurs within the two-year maintenance period. S IE o z Q o < �G' pm `1 ^ S 3 oN Ci N z- nn av1 T—CUT WATER QUALITY SWALE CHAIN LINK FENCE —+ w ' WATER QUALITY SWALE '' ASPHALT DETAILS C!�►Ws�er �'�'� C3eanWl�r Services CONSTRUCTION & MAINTENANCE NOTES (�� S1a1vi13a AND GATE QawVKier Services Q �\_ DRAWING N0. 600 REVISED 12-06 Ov ee Ye4v' DRAWING NO. 700 REVISED 12-06 �0° l' DETAIL N0. 710 REVISED 12-06 O� NKreles ere metal Yell > DRAWING NO. 740 REVISED 12-08 UJI ® U LLJ {� z 0 D LD0- w LU (D Q ®ed m 0 LD 0 0 o c q z a e _ � Z h RECORD ®RAVI1CS Prolect HOGGANS PARK No. DATE 5/16/201 THESE RECORD DRAWINGS HAVE BEEN PREPARED 285-010 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION rip AS BUILT Sheet 23 of 23 xc = INSTALL PUBLIC LUMINAIRE POLE # - PARCEII ..___._..-----_- I PARTITION PLAT NP.1990 012 PUBLIC STREET LIGHTING NOTES: - - - ----� 1.LIGHT POLE SHALL BE 3D-FOOT DIRECT BURIED,25-FOOT MOUNTING HEIGHT, WITH LED COBRAHEAD FIXTURE TWO-PIECE GRAY/BRONZE,FIBERGLASS LIGHT POLE. O LPPARCEL I PGE APPROVED LIGHT POLES ARE: ;SHAKESPEARE BHT3099S2BL9901 LP = INSTALL PUBLIC LUMINAIRE POLE # C I I a; -;CMT MDS30-F-100-SI-HS-PC-NP-iB-22XS N7TH LED SHOEBOX FIXTURE. I 2 C I t ?ACI DST30GSDN7 (X = POLE #). - - - - - - - - - - -- - - 0 �%N v--1H -"SHAKESPEARE BHT3099S5BL99O1 I I U v� Q 0, iCMT MDS30-F-100-S2-HS-PC-NP-1B-22 +ACI DST30FSDN1 - - - - -" I I R% Q o PGE APPROVED STUBS ARE I I LP o �o mo d,� v o v SHAKESPEARE BHS3099N3BL9901 ,CMT 25-STUB-UP .ACI DS6STUB-30 _. - --- - // --- ---- ----------- --- -L--x-- m 2.JUNCTION BOXES SHALL BE PGE APPROVED SPUCE BOXES. b.zcb-b D 8 b.a b-b.a:b D b b-b.,a eD.x b.ax hao b.aoD b d 'b D b b b -.D b-b-b.se .ssb-b-b.ae xb.zsb.v b.xs b.x+b.xs b.xs D.ast D b Dvo D.0 D.0 ,b.x+ .x �x I b.vcbxan , sxb.,ob-b=eb-b- • +.b. b...b. b.s,b.,+ ss b.a,b.•a b.aob b.aab.szb.aobnb.as�.as b.'e b.szb az a.c+b.n b.+s b. b-b.ssb-b-b:ex .v b.xs b.xa b.v+b xs b.x+b.x+b as D.r o.ss b.r+b.v b.v blob rc D.+s b.v+ tvs I O I PGE APPROVED JUNCTION BOXES ARE n •z v '� �.xsb.xsb.xsb.z b-b-b-b-b-b.ssi.os .osb..ab-b-b-b-buD.ssb.svb.a.b.�IQsb.azb.aab.vb.a,�b.ar b.,e i.ss d.as b.+.b..s i.o+i +b.,b.,,b.sab.s2b.,,bs,b.xcb.xob.vab.x+b.,,b.,,b.,,b.,,b.vsb.12b.,,b., ,D.x'z D.zo b. , I Os sNEWBASIS FCA132418T-00043 T W t OUAZITE A42134111AO17 xsb.xsb.xsb.xs b.as b.,v b.sx b.aa b..z i.zo Y.s i sv l.xo b.va b.ar b.ss b.,+ .,ab.vu.zsb.zvb.azb.aeb.axb.zso.z.a.vz�.no b.ns b.ss b.»b.sa i.zo S.as .,o 5.zr b.se b:ss D.sa b.,x .a,b.zeb.+.U.rxb.rzb.xeb.v+b.vs D.r,b.ra b.vx b.vx b.vzb ub.zzb ARMORCAST A6001946TAX18-PGE tub ub.r:b. b.raD vs D31hl b HIGHUNE CHA132418HE7 ° a. ELECTRIC'OR'POWER'SHALL BE IN THE LID MARKING AREA. �- ;3. LUMINAIRES SHALL BE PGE APPROVED 49 WATT LED,240V,MAST-ARM MOUNTED,GRAY /b: g,,n.agl I %COBRAHEAD FIAT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR BALLAST,WITH ' a ` i TLWSTLOCK P.E.RECEPTACLE I----- - , I--- -----_- I --------------�-� I5�1 as.xa l -------- t r<> i PGE APPROVED COBRAHEAD LUMINAIRES ARE ( t--------� � ---------- H---------- :49W LEOTEK 20E-MV-NW-2-GY-700-WL-PGE I 14. 1 �'�• I I I ! I , I t.v teo i.n' I - LUMINAIRES SHALL BE PGE APPROVED 47 WATT LED,24OV,MAST-ARM MOUNTED,BRONZE '.SHOEBOX FLAT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR BALLAST,WITH I GAGEI I I ,I' Ib.+a b.so b.+f• 8 TWISTLOCK P.E.RECEPTACLE. Ikus I ;PGE APPROVED SHOEBDX LUMINAIRES AREI I I I i i47 ORESTR-LWT•-2M-HT-02-E-UL-BZ-700-40K-R-UTL-SPX 1 I f I I I I I I I I P i I I 1 I -------------1 J bao b.,,D. .4.THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, I I 1 I ' FAIL-ON,ELECTRONIC,105-300 VAC,60 HZ,PER ANS 136.10,BRONZE HOUSING,1.5 LUMEN - - - - - - R TURN-ON,RAZED 1000W TUNGSTEN(1800 VA BALLAST)1.5:1 TURN-OFF/TURN-ON RATIO, 1 I I 1 1 I ------ --- -r L - b.r b.n bija SOLID BRASS PLUG BLADES,CONFORMABLY COATED GDS CELL,160 JOULE MOV,2-4 SEC. 1 I I L_ ___J I .x1b.zab.xrb. TURN-OFF DELAY. f I I 1 1 I I I I 1 b-b x.b'I. PGE APPROVED PHOTOELECTRIC CONTROLS ARE I x b.ar b ar c L P p" 'SELC8483 L---------J I I I I Ix I I I I b.aa b.aa btfa I 4C Q t 5.THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED/10AWG, - i siwR j t I to I .}9 b.ax D.ax II x (7 :600-VOLT,3-CONDUCTOR,CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT - - - =PVC JACKET,SUITABLE FOR DIRECT BURIED APPLICATIONS RATED 90C DRY AND 75'C WET. I SHED TAX LOT 600 FOR 240-VOLT APPLICATIONS,THE PGE WIRING CONFIGURATION IS: - I I r--0.36-ACRES- BLACK .367aCRES 0 ( n -------------1� bab LL x y GRREEENN((GGRDOUNO)HO r-----------'I I 1 a14,D.ar i Q ----------1 I I I I - - - - - - 6.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E.SCHEDULE'95'OPTION t I 1 I I IH A'SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. I I I I 6 I 'I bA.b sa i pp ..LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.E. I i I I I I7. 7 y II.il 3 CORRECTNMATERIALABAOSED NON CURENTIS�APPROVEDSMATERIAL BLE FOR LUST ANDTION OFJURISDICTION 1 I I I I 1 I TRACT CT n n n I b. sb •If N SPEOFICATIONS AND STANDARDS LIGHT POLE AND FIXTURE SUBMITTAL TO PROPER I I I 1 I f� F'S b. :a i.axlll JURISDICTION RECOMMENDED. I I ) I 1 I LI b i.ai t.J1 Lapl.,xl.a,h i CITY OF TIGARD LIGHT POLE LOCATION TABLE t I 1 7S b.s " S i.ov t.oy POLE NUMBER MH WATTS LUMENS ARM ARRANGEMENT STREET POLE HYPE 1 i I 1 I I r _ 1G 25 FT 49 3399 6 SINGLE ROSS STREET FIBERGLASS •a<:b.�{b.evb.anll I o 2C 25 FT 49 3399 6 SINGLE ROSS STREET FIBERGLASS I 1 I "'` J . I I H ,•FA7(LOT 500 S '• ro b.Al.:b.sall per, rn 3C 25 FT 49 3399 6 SINGLE 81ST AVENUE FIBERGLASS - l - �' I z r------- - i o 4C 25 FT 49 3399 6 SINGLE GIST AVENUE FIBERGLASS --------J I _- • /o b b b n.3zy zs u.xa b.xob xa b.rs b.rs b.xs b.v+b.v+b.xs o.g,r+b zs D. .,z 1.23 ACRES Ova o3sb.ezba.bssb ccraoss b rb bz+bxauvvbxsbv+bv+b.nbv+b b.vebzzb.Mb.a a1 5C 25 FT 49 3399 6 SINGLE 81ST AVENUE FIBERGLASS i Z - __\ b-b.vv b 6. b.,s b.ssbyb sb„gb b b ab.z+b az b.veb.v+D.xeb_va b.x+b vb. b..bz b.zsb BS 25 FT 47 3830 0.67 SINGLE NORFOLK FIBERGLASS �--- __1 I / b b D b b b b,a b.sa b.n b.e+i.o l.oe b.s+b.axb bss D.aa b. b.n b.zz D.vs D.v+b.v b.ie b.v+b g 7S 25 FT 47 3830 0.67 SINGLE NORFOLK FIBERGLASS Iv b.za b.olb.zaD x '" • .r+brabvs b.zx b:x b b h,a b. D d ooz zvb aeo ss b.ca b..1-ra oz nr.arb. I-b,sb.a bzc b.zo bv+b-b-b-b.xzbr 1 z • : r, -' YOisb zz b.z�z55b.v b.x BARRICADE • yr b se b.sz b.,v .az b. b­b.zo D za b.z n b b.zs b za b zo b b , +s b i vi b.xe b­b x+blIt r.b.az b.i b.zs b.q 6 to NUMERIC SUMMARY I ,xcb-b.zx .zs b-b­b.csbe 1-1-1-1. b.99 b-bssb ',.sbasbzx x T.zzb.x basb.zso.zeb b ab. osi �d +� � xb xsh az D.z b.z,b.l,, xzQ� PROJECTHOGGAN PARK I b­b.ve b.. ao b­b­b sv D b 1 i oa i os b ev b: b s;b Orb.+ n 1-b tv b zo b.z b b zz (� b zo D,, .zz b1� p� 'b.xs n.+a b.zvb ;bv7 ,b sse i•b.i,b+zb-ssb-_wb-sab as a+b.zsbubsabve rg C7 Dxeb.zo b.zv b.tt e 4 I b.vs h.xsb zob baeb b ass b.sr u.sa b.ssb Orb b b:zzbr I LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN 1 _____ ____ )(tOT b.x .zo b.z rn U.ve U.ub vcb. b d b b bobs sb,oA _4 • , TAX LVI SYI bv�b.zo b.16 V I I 0.21 ACRES b.r b-b. I 81ST AVENUE ILLUMINANCE FC 0.46 1.45 0.13 3.54 ,,/ I I 12 I H v, a.+1b.x.n" I NORFOLK ILLUMINANCE FC 0.40 0.77 0.11 3.64N ROSS STREET ILLUMINANCE FC 0.41 1.40 0.10 4.10 r-'---------- 10 I I I DOCUMENT N0. I I f I I 1 vs b.a+b.xe bl I FTy RI EA •� 1 i I I I t l 89-31713 t F -b-b- Px I En ¢ FN Ewe .zob.zs bl, I I I I 1 1 I I I I ••:•.. I b.,v b. b.as dlsa I �' �`, o-:•.• ----- ----- -------- --- J L ____] I L__________J L__ I: b.a, .+e b.+alt ~�. '� y y STREETLIGHTING DESIGN Scale: l"=20' SHED _--- Q U A i 2 az i.vc 11 DWG.NO EL1 J� m d� A TREE PROTECTION NOTES: 5 w' \ g I OIC SO 1. ALL EXISTING TREES ARE TO BE a\ REMOVED. THEREFORE, NO TREE off t 3 R o\ zo.ar 3oao I PRESERVATION AND PROTECTION LL G a a 6W ROSS STREET In MEASURES ARE NEEDED. t;— --� — -- or.it.—RM .,, 'kC•i�` IF 30.00' +coy STOPSIGN I \ 62 ---xcmr x[w xtm,_ON-zm %� 8 9. X[H 6 63 4T T x J CONCRETE CLOCK �i I �+' x '- '•. c % /'� WALL \,�I / 6 6 Q V woos —J O TOL DECIDUOUS EXISTING TREE (TYP) I �� EMdVED E O I 6717 O W CL W EXISTING TREE # 6803 TO BE U5 rj) O SYMBOL INDICATING EXISTING TREE I 6800 D I TO BE REMOVED 6804 i �. Q Q 6802 6799 DRIP LINE OF EXISTING TREE x805 I I STOPAHEAO /W t� SIGN I IL O Q EVERGREEN EXISTING TREE (TYP) 680+ 6' — wop I I(<a I O — IEn I O BE I N LLL W W I- 0 I I /ERTo I Z W saes I NEW STORM 6798 I WATER ON N UNE Ex FENCE I 6797 FACILITY I i- ONLINE I AND STONE 1 00 1 6796 1 RETAINING I I — — — WALLJ— 6727 TRACT "A" I I x I ��GLSTSRFO t . I I I _ I 074 NEW STREET AND I '-%JOE PERCIVAL SIDEWALK 4 E" dos OREGON ,gym NEW UTIUD&S--- oxcx c9pE PQVa 0' 10 20 40 FT. / I i =SCALEm a-oAaaluoE rowE � II NORTH � I aI — � G I _ _ .:.. X -' ..-'. '3'r90°cow r, .1LVS=1 9 Z W 'o SW NORFOLK LANE 6758 .I N Ir s I 8I — HOUSE I N Y TO REMAIN / I I I, ` i ,f I d a I I I 12 a � z 1 I .I I I I I I = 6'WODOEN FENCE I I ° I I _I ( Q Q Q W 9ON ONE 10 11 - SHEo I I r IEOUTECIIE;'___ _ IEOUTE=11.33' I, Morgan Helen, attest that this TreeIf L9'd�l Preservation and Removal Plan meets all m m z the requirements in Section 10, part 1, w w o I I I i of the City of Tigard Urban Forestry a zsw I gym, Manual. a I N 1 i w r Morgan HolenISA N J o I I I I I I I I Date: April Certified Arborist 015 PN-6145A 20 PROJECT HOOGAN PARK I NO. 285-010 0 TYPE PLANNING I � I (3)2"Dia.Untreated Root Barrier: Wood Stakes. Equally Continuous,Min. s Spaced. Securing Rubber Depth x Length As r Tubes Loose Enough to Required Allow Tree At Least 3"of Placed Vertically On B Free Movement in All Concrete Side Of Directions Tree And Centered �,n TDURA SE On Tree. Top of 1 -0 - - - - - - _ 36" SW ROSS STREET — Dia.Bark Mulch Circle Barrier and Soil To Associates - - - - I STO STREET ATE SANRTARYND DRIVEWAY (TYP) �� I All Around. (Center on Be J"Below Top of LIGHT (TY, METER AND Trunk)2"Deep Curb bated""aroma, �z (LIRA i --?0 ®8 LATERALS (TYP) ?oma --- --- \-- \ Sidewalk s=rfi"s:,".m aPo � r / \ '/ Compacted Gravel \ ' W # ! s \' / \g 6 / Y I Base and Sub grade. Curb e. 'a STREET TREE PLANT MATERIAL LEGEND - --- -- - -- - - o- Do Not Disturb or e 14 1 1 11 II I t Degrade In Any Way. 2" Wide Pea Gravel symbol 1�T common nomeotanical name: size(quantity) i Backfill Entire Length / /, �O� I Loosen Surface Of Native And Depth of Root O �I / / / I Grade Prior To Placing Barrier Q / _ / �\ '--------------------' I t--- --- ---- I I--I -_-_---���--- -- _ �_ ��_ it _ \\ i Imported Blended Soil. O j II zot , (1) KATSURA ;L \1) KATSURA \ zoz_- - I I SOD Tree Root Ball: J KATSURA CERCIDIPHYLUM JAPONICA: Firm Native Grade or Soil Fill. Remove Burlap And 2.5" Caliper (10) I I I BUILDING SET ;(4) KATSURA ; -I \ I I Wire From Top And jJ co NT \ / i BACK LINE ' I to Imported Blended Soil. Tamp To Make Sides(Dispose of �— I- N a (TYPICAL) 3 ZELKOV / �g� Firm To Eliminate Future Settlement Off Site To To Be N NEW TREE I I I I ( ) /y, And Eliminate All Voids. Soil To Be(4) 2 t Above p CE U NUMBER (TYP.) i I : ; DRIVEWAY (TYP) --------------4 /__ i_ \ Parts Sandy/Silty Loam and(I)Part ___ - Friable Mushroom Compost. Thoroughly Surrounding Finish a- r z �---- Grade. Set On Firm � r \ Blend Before Place. Must Be Weed, , --------- t 8 Ground. co O ! / Rock,and Debris Free. N \\ I I I EE DRAWING 3 FOR \\�� I" / ! I Tree Root Barrier Installation Notes: Q Q d Ir • IOREGON WHITE OAK / QUERCUS GARRYANA: q 3 �$ All Street Trees With Trunks Closer Than 5 Ft.To Paved Surfaces Shall Be 1 I " f •_____________ -- I ' PLANTING IN THIS STORM, U O 1 f 2.5 Caliper (6) I 2 ---------- —� WATER MANAGEMENT ! \ Provided With Root Barrier Between the Root Ball And Paving.Installation \\ FACILITY AREA. I/ '- \y SO To Be Completed In Accordance With Manufacturer's Specifications. W 0 c Q �J ----------_ 7 i - I ; O 9' Street Tree Planting, Staking, and Root :E " Q ------ ----- 1 YULAN MAGNOLIA '."`'� � Lu FO ------------ FENCE 3B0 =� / uL a Barrier Detail (ty . section) w P ALL TREES 4 I 1 • I YULAN MAGNOLIA / MAGNOLIA DENUDATA: i NON-STRUCTURAL i��----------- �\ not to scale W fn \ 12.5" Caliper (4) ! I 'KEY-STONE WALL /'� ���\-------- \� i BEHINDINDI �THE Ig /j/� �_ o+ ti \ 10 \I 3 F N iIRRIGATION WATER METER ' / ( I SHALL BE I FOR STORM WATER I I WALKS v �\ \ ROOT SET BACK I FACILITY j I \ I �/ 8 RRIE 5-6" FROM \ BACK OF � ? I �.- ____-- �_ _395-----_ - i I WALK (TYP) ,-'� --- S96 Q DI g15Tf)? j ZELKOVA / ZELKOVA SERRATA 'GREEN VASE': 1 12.5" Caliper (5) �___�\ '�/ `�/ :,•< _ �,,� 9 - z4 _ � /�__ r'i.IaE PERCIVAL f- 1 \�\ . SCALE OREGON\` 1 I Q TM 0 TREE QUALITY NOTE: I' - I RrF NP TOTAL # OF STREET TREES = (25) I - (4)OR ON WHIT OAK I t PROVIDE TREES CONFORMING TO THE APPLICABLE / r STANDARDS IN THE TIGARD URBAN FORESTY MANUAL. Right of Way Length = 1,011.19 Linear Flet. An Average -, -=o - �/ _ /�'� I PLANT TREES IN ACCORDANCE WITH THE AMERICAN of (1) Street Tree per 40 Feet Is Required Trees Are To / - o rn / i' ` / I NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS c Be Provided (1,011.19 / 40 = 25.28 = 25 when rounded eaxwao�� i \ d to next number.). So Required Quantity of Street Trees =yy J !° FOR TREE PLANTING (A300 PART 6 AND ADDITIONAL 'm o Are Provided STANDARDS ADOPTED BY THE OREGON LANDSCAPE = p - �' / gg \ I' / / \ CONTRACTORS BOARD. TREES SHALL BE TOP w QUALITY, WELL FORMED, FREE OF ALL DISEASE, z SW NORFOLK LANE -�`� ��� I I 1 22 < \ i ' _; _ _/_ \ WEEDS AND DEFECTS. ALL SHALL MEET THE z � 'r LAWN: "OREGON TURF" SOD / 20 j I / , . \ REQUIREMENTS AND STANDARDS OF TEH AMERICAN N m co ASSOCIATION OF NURSERYMAN FOR NURSERY STOCK g w (ANSI Z60.1 - THE LATEST EDITION) FOR GRADE NO. EXCEPT FOR THE STORM WATER MANAGEMENT 1 OR BETTER. PROVIDE WITH (3) STAKES EQUALLY j FACITILY THE FOLLOWING APPLIES: I I a / `-' I / DISTRIBUTED AROUND THE TRUNK, SET OUTSIDE THE s 1. PLANTING WILL OCCUR AS EACHLOT IS {\ / \ < j� I (2) ZELKOVA \ / SOD ROOTBALL. SECURE TREE TO STAKES WITH FLEXIBLE `o DEVELOPED. I --- -'Ci- ------ / I �� ��� i "CHAIN-LOCK". FASTENERS SHALL BE NAILED TO i 2. ALL NEW PLANTING WILL BE IRRIGATED >a--------------- - I , ` ULCH STAKE, LOOPED AROUND THE TRUNK, BUT NOT BE BY THE ADJACENT LOT. �� j �' �� �� ' - �� ROOT H O a T 4 KATSURA I n PULLED TIGHT. TREE TRUNK SHALL BE ABLE TO a i (2)OREGON MITE OAK I I ) I I 1Z � 24 \ BARRIER MOVE 3 IN ANY DIRECTION WITHOUT BEING 8 11 I { (TYP) RESTRAINED BY THE TIES. o v I1 Z BUILDING SET BACK SOD LINE (TYPICAL) / 0' 10 20 40 FT. ROOT =SCALE ° I I I �\ AR ER N R H / L / TYP p T o — I h. • 25 3 1(2) YULAN MAGNOLIA 1 " 1 S DL10 H o 0 0 I, Morgan Holen, attest that this Tree M Preservation and Removal Plan meets all o m m z o the requirements in Section 10, part 1, W W I of the City of Tigard Urban Forestry N w a Manual. N I N w Q Cj I J Morgan Holen I ISA Certified Arborist PN-6145A a Date:April 20, 2015 PROJECT H000ANB PARI NO. 285-M o TYPE PLANTM \ \ \\\ WATER QUALITY FACILITY PLANT MATERIAL LEGEND symbol talc common name / botanical name. size and comments, (quantity) LOT 6 I LOT 5 138 138 SMBUIL ( I �r • Trees RIVER STONE CHECK DAMSI PER 108 ROSSI C.W.S. DETAIL #795 (TYP. i - ASH OREGON ASH FRAXINUS LATIFOLIA: 1 CALIPER; 12 �108SMBLAL 13 ROSSII °. -. W / ( ) I (12)NROS 13� SMBU I I MUR�ASE - - - - - - - - - - , , AAssociates I I (222)SOFTR 108 ROSSI I z • CHERRY BITTER CHERRY / PRUNUS EMARGINATA: 1 J" CALIPER; (6) — 108 SMBUL (197)SLSDG Q 06 SL D Lu 'KEYSTONE' WALL (4)SPIR (9)RTDW 4)SEV ANALYSIS OF MEETING C.W.S. TREE PLANTING REQUIREMENTS: 9 0 a ax WATER QUALITY POND AREA = 2,403 SQ.FT. 10' WALL OFFSET TREATMENT AREA = 600 SQ.FT. LINE: NO TREE 2,403 SQ.FT. - 600 SQ.FT. = 1,803 SQ.FT. PLANTING BETWEEN I I� TREES PER SQUARE FOOT = 0.01 THE WALL AND THI� I + ++ + + + + + + + + + TREES REQUIRED: 1,803 x 0,01 = 18 LINE (PER C.W.S.) TREES PROVIDED = 18 (REQUIREMENT MET) (96)ROSSI i W (96)SMBUL R ++++ + ++ 0 00 �b 1r ++ Shrubs (4)NROS + °o - + + + o° °° o° + I N NROS NOOTKA ROSE / ROSA NUTKANA: 1 GALLON; (38) (12)RTD ++ o R +++ °b° � ++ j J R RTDW RED-TWIG DOGWOOD / CORNUS SERICEA: 1 GALLON; (47) (3)SP g° + ++ g +(� ' + + + A +� U 0 + + + + QI Q � 0 (205)SOFTIR + ('6 SPI++ o� + + 8)6PtR I / u_ W OSERV SERVICEBERRY / ALMELANCHIER ALNIFOLIA: 1 GALLON; (18) + +�++ + o° R `++++++ R +I Li- Ir SPIR DOUGLAS SPIRAEA / SPIRAEA DOUGLASII: 1 GALLON; (26) 4"-8" RIP 2APP + �)+AS + °°� o + ++++++ 0 PIPE OUTFALL + + + + + °o o R +�� � + � 00 Q Z Q Q PROVIDE COURSE GROUND WOOD FIBER, 3" DEEP, BELOW AND AT LEAST 24" - - - - �\ + + Tp ++ + + ++ + ° a ~ (� BEYOND ALL SHRUBS AND TREES. .- L--+ )LRTD + + + 5 Q 6 Q J ANALYSIS OF MEETING C.W.S. SHRUB PLANTING REQUIREMENTS: _ _ _ - - + + ± + + + -� + +- + + J 0 C5 WATER QUALITY POND AREA = 2,403 SQ.FT. + + ± + + + + ++++ + a (13)NROS W TREATMENT AREA = 600 SQ.FT. -' + "E` - -�-i- �-� + +-'r (8)RTDW 2,403 SQ.FT. - 600 SQ.FT. = 1,803 SQ.FT. - + + + + + + $ + + + ++ + +++ + SHRUBS PER SQUARE FOOT = 0.05 J + +..+ ..+.. + + °d; 4 (9)NROS SHRUBS REQUIRED: 1,803 x 0.05 = 91 :_ •_ , SHRUBS PROVIDED = 129 (REQUIREMENT MET) _ - - - C (282)SLSDG Wet Area Forbs (WATER QUALITY TREATMENT AREA) ° 4, a 324)SORTf� Q ° ° 0' 4 8' 2 ' PROVIDE JUTE MESH AND RIVER STONE IN TREATMENT AREA TO MATCH C.W.S. a c (7)RTDW 3)CHERRY RTH SCALE �ctsrsgF "WATER QUALITY SWALE" DETAIL #700. (3)SERV O ACT A" (4)ASH 374 ° 0 0 o BLENDED (50 %/50%) MIX OF THE FOLLOWING / (3)CHERRY 911 L,S -'.i JOEPERCIVAL F ROSSI ROSSI SEDGE / CAREX ROSSI: (6) PLUG PER SQUARE FOOT:; (588) _ — ice` (7)SERV ursecaw SMBUL SMALL FRUITED BULRUSH / SCIRPUS MICROCARPUS: (6) PLUGS PER SQUARE FOOT; (588) WATER OUALI i`ti' FACILITY PLANTING PLAN SOFTR SOFT RUSH / JUNCUS EFFUSUS: (6) PLUGS PER SQUARE FDOT; (751) � a o SLSDG SLOUGH SEDGE / CAREX OBNUPTA: (6) PLUGS PER SQUARE FOOT; (785) m ALL PLUGS SHALL HAVE ROOT CLUMP 6" LONG AND 1" DIAMETER. ALL SHALL BE Z 100% VIABLE AND HAVE GREEN TOP GROWTH. a ANALYSIS OF MEETING C.W.S. SHRUB PLANTING REQUIREMENTS: w THE FORBS ARE TO BE PLANTED AT REQUIRED SPACING. THEREFORE THE REQUIREMENTS ARE MET a a Lawn and Rough Seed o LAWN: SOD; "OREGON TURF AND TREES" SEE SHEET L4 FOR FURTHER NOTES RELATED TO THE STORM WATER QUALITY FACILITY POND AND SWALE. Z N a +++++ ROUGH SEED-LOW GROWING NATIVE GRASS SEED MIX: APPLY AT 5 POUNDS PER 1,000 SQUARE FEET. REAPPLY, PROVIDE WATER, 8 I J AND CARE AS NEEDED TO FULLY ESTABLISH AND PROVIDE FULL COVERAGE. o 0 0 MAINTAIN TO BE WEED FREE.) DWARF TALL FESCUE / LOLIUM ARUNDINACEUM: 40% (BY WEIGHT) o a DWARF PRENNIAL RYE / LOLIUM PERENNE: 30% CREEPING RED FESCUE / FESTUCA RUBRA . SSP. ARENARIA: 25% N K W K U o COLONIAL BENT GRASS / AGROSTIS CAPILLARIS: 5% a " (SEED TO PROVIDE 100% COVER OVER ALL AREAS NOT COVERED BY OTHER FORBS, MULCH, OR GROUND COVER.) w C) < N J c PROJECT HOOOAN PARC NO. 2g5-010 a o TYPE PLANTING WATER QUALITY FACITILITY SWALE AND POND PREPARATION, PLANTING, AND MAINTENANCE NOTES 1 PRIOR TO BEGINNING PLANTING WORK, REMOVE ALL INVASIVE AND WEED PLANTS. PERFORM WORK PER "CLEAN WATER SERVICES �. INTEGRATED PEST MANAGEMENT PLAN — 2012". REMOVE AND DISPOSE OF ALL DEBRIS OFF SITE. 2. OVER—EXCATE AREA TO A DEPTH OF 12" BELOW FINISH GRADE. LOOSEN THE TOP OF THE SUB—GRADE TO A DEPTH OF 4-6 INCHES MURASE Associates AND THEN PROVIDE A 12" DEEP (SETTLED DEPTH) OF PRE—BLENDED AMENDED TOPSOIL OVER THE WATER QUALITY SWALE AREA. THE BLENDED SOIL SHALL BE COMPRISED OF (1) PART COMMERCIALLY COMPOSTED YARD DEBRIS AND (4) PARTS SILT—SAND LOAM. SOILS SHALL BE THOROUGHLY BLENDED PRIOR TO DELIVERY TO SITE. COMPOST SHALL BE FREE OF TRASH ROCK OVER J" SIZE, UNCOMPOSTED 5214":Willi—:» WOOD, WEEDS, AND ALL INORGANIC MATERIAL. IT SHALL BE ADEQUATELY COMPOSTED SO AS TO BE CHEMICALLY STABLE AND NOT E so3 zas os;� REQUIRE INPUT OF NITROGEN TO COMPLETE COMPOSTING PROCESS. 3. BEYOND THE SWALE COVER ALL AREAS WITH A 2 INCH DEEP LAYER OF COMPOSTED YARD DEBRIS. WHERE TREES AND SHRUBS ARE PLANTED WORK INTO SOIL DURING PLANTING. WHERE NO TREES AND SHRUBS ARE PLANTED TILL INTO THE SOIL TO FORM A UNIFORM BLEND OF COMPOST AND NATIVE SOIL AT LEAST 6 INCHES DEEP. 4. PROVIDE BIODEGRADABLE EROSION CONTROL MATTING OVER SWALE AREAS WHERE TOPSOIL IS PLACED AND UP AND 24 INCHES BEYOND THE ADJACENT SLOPES. ANCHOR IN PLACE AS NEEDED TO HOLD WITH A 3 F.P.S. WATER FLOW RATE. IN TREATMENT AREA PROVIDE } HIGH DENSITY JUTE MATTING (GeoJute Plus). ALL OTHER AREAS PROVIDE A LOW DENSITY JUTE MATTING (Econo Jute). 1— _J 5. PROVIDE A 3" DEEP COVERING OF 2"-3/4" SIZE ROUND WASHED RIVER STONE OVER THE MATTING THE FULL LENGTH AND WIDTH OF THE U O SWALE. INSTALL PLANTS THROUGH THE ROCK. Q 6. PROVIDE A 3 INCH DEEP LAYER OF MULCH AROUND ALL TREES AND SHRUBS. PROVIDE 24 INCH DIAMETER CIRCLE OF MULCH AROUND W SHRUBS AND A 36 INCH DIAMETER CIRCLE OF MULCH AROUND TREES. KEEP MULCH GRASS AND WEED FREE. MULCH SHALL BE MEDIUM W Cr7 O TO FINE GROUND FULLY COMPOSTED COMMERCIAL YARD DEBRIS MULCH. 7. DIG TREE AND SHRUB PLANTING HOLES 3 TIMES THE DIAMETER OF PLANT ROOTBALL AND 1/2" SHALLOWER. LOOSEN THE SIDES OF THE Z Q Q EXCAVATED HOLES. PLACE PLANTS PLUMB AND CENTERED IN THE HOLES. FILL THE VOID AREAS AROUND THE ROOT BALL WITH 0 0 < AMENDED TOPSOIL. TAMP AND WATER TO FULLY SETTLE AND ELIMINATE ALL VOIDS. PLANTING HOLE BACKFILL SOIL TO BE A O (� PRE—MIXED FULLY BLENDED MIX OF (1) PART COMPOSTED YARD DEBRIS AND (4) PARTS EXCAVATED TOPSOIL. SOILS SHALL BE FRIABLE W WHEN BEING BLENDED. h 8. PROVIDE DURABLE PLANT TAGS ON EACH TREE AND SHRUB. TAG SHALL HAVE THE COMMON AND BOTANICAL NAME OF THE PLANT. MAINTAIN ON PLANTS UNTIL DIRECTED BY OWNER TO REMOVE. 9. PLANTING SHALL BE DEEMED "SUBSTANTIALLY COMPLETE" WHEN: ALL PREPARATION WORK IS COMPLETE, ALL PLANTS ARE INSTALLED WHERE INDICATED; ROCK, MESH, AND MULCH IS IN PLACE, SEEDED AREAS HAVE SPROUTED, ALL PLANTS SHOW ACTIVE GREEN GROWTH, PLUGS TO AN AVERAGE OF 3"; ALL AREAS ARE WEED FREE AND SMOOTH. WHEN THESE CONDITIONS ARE MET, AND WITH THE OWNER'S WRITTEN ACKNOWLEDGEMENT, THE THREE—YEAR MAINTENANCE PERIOD MAY BEGIN. ���15TEk�0 10. PROVIDE WATERING FOR PLANTS AS NEEDED TO ASSURE GOOD HEALTH, VIGOROUS GROWTH, AND PREVENT ALL WATER DEPRAVATION X74 STRESS. PROVIDE WATERING FOR SEED TO ATTAIN GERMINATION, ESTABLISHMENT, AND FULL DENSE COVERAGE. PROVIDE ! u"" -- AUTOMATICALLY CONTROLLED TEMPORARY AND MANUAL IRRIGATION AS NEEDED. SEE CIVIL DRAWING FOR LOCATION OF WATER METER TO y JOEPcecmnL a�, SERVE THIS AREA. °s OREGON c'it'e na`? 11. PROVIDE MAINTENANCE FROM INSTALLATION AND UNTIL THE END OF THE THREE YEAR MAINTENANCE/WARRANTY PERIOD. A. KEEP AREA FREE OF WEEDS AND INVASIVE AND OTHER PLANTS NOT INDICATED TO BE INSTALLED. PERFORM WEEDING AT LEAST ONCE A MONTH AND ADDITIONALLY AS NEEDED TO PREVENT WEEDS FROM COMING TO SEED AND BECOMING ESTABLISHED. B. PROVIDE AUTOMATICALLY CONTROLLER WATERING AS NEEDED TO PROVIDE OPTIMAL SOIL MOISTURE TO ESTABLISH PLANTS. DO NOT o WATER EXCESSIVELY AND CAUSE SURFACE RUNOFF. WATER WITH LOW PRECIPITATION RATE SPRINKLERS AND DRIPPER LINES SO m THAT WATER IS ABSORBED INTO THE SOIL AND DOES NOT RUNOFF ON SURFACE. C. PROVIDE NEW MULCH AS NEEDED TO MAINTAIN FULL 3 INCH DEPTH. 3 D. REMOVE AND REPLACE PLANTS AND RESEED AREAS AS NEEDED TO PROVIDE REQUIRED SURVIVAL AND FULL COVERAGE OF GROUND. o E. VISIT THE SITE AT LEAST ONCE A MONTH TO MONITOR CONDITIONS AND PERFORM REQUIRED CARE, REPLACEMENT, AND s MAINTENANCE TASKS. F. PERFORM ALL OTHER TASKS, AND PROVIDE THE WORK AND MATERIALS AS NEEDED TO MEET ALL OF CLEAN WATER SERVICES AND CITY OF TIGARD'S CARE AND MAINTENANCE REQUIREMENTS FOR THE FULL PERIOD. 12. VISIT THE SITE AT LEAST TWICE A YEAR FROM INSTALLATION AND UNTIL THE END OF THE THREE YEAR MAINTENANCE/WARRANTY PERIOD H Q AND RECORD PLANT SURVIVAL RATES. REPLACE ALL PLANTS THAT ARE DEAD, IN POOR CONDITION, AND MISSING. RESEED ALL THIN o AND BARE AREAS. ERADICATE ALL WEEDS AND INVASIVE PLANTS. AT LEAST 80% OF PLANTS SHALL BE LIVE, HEALTHY, AND SHOWING o s VIGOROUS GROWTH. FULL COVERAGE SHALL BE OBTAINED OVER ALL SEEDED AREAS. z 13. IF ANY PART OF THE FACILITY HAS SILTATION 3 INCHES IN DEEP OR GREATER, AT ANY TIME DURING THE TWO—YEAR MAINTENANCE PERIOD, REMOVE THE SILT AND DISPOSE OF MATERIALS OFF SITE. REESTABLISH INDICATED FINISH GRADE. PROVIDE REPLACEMENT JUTE 8 w MESH, STONE COVERING AND PLANTINGS OVER ALL DISTURBED AREAS. �I O1 m o p z 3 w O O N V- W � J 0 PROJECT HOOOAN PARC a NO. 2B5-Op TYPE PLANTHO