The URL can be used to link to this page

Corbin Estates 0 -N- SITECO I N STAT S W sw sAST 'RC'B A 1 ❑ LOT SUBDIVISION PROJECT ON TAX LOT 12700 MAP 2S1 12CB u >x Sw OU z _ H89"45'42'E m! 1 1 In 1 a I 10 I I I' a1 I 7 '777 SP ' I VICINITY MAP I I r 1' I u0.��P3i f N.T.S. L50j)v ir----- J r- I I o pI I eI a :I -N- 9,071 SHEET INDEX I ' I sF I 6,1aT BF 13! 0`2 BF i �Id { I 'Rue _--__---..._ I ! `-----_f �� :L � � _ 1. COVER SHEET AND PRELIMINARY PLAT 2. CONSTRUCTION NOTES 3. EXISTING CONDMONS AND DEMOLITION PLAN I I 4. GRADING AND TREE PROTECTION PLAN ! 1 zaT PLAN J- MEET* ., _'B, GRAPHIC SCALE S_ OVECURRALL MEE PROFILES 1 T _ ��_ ,.,moi ° 7. CURB RETURN PROFILES g P/,pnPPpN PIF w 8. TYPICAL STREET SECTIONS JA �$frNIam hO.1893-0Y6 IN FEET} 9. COMPOSITE UTILITY PLAN 55 _66 ______42__ 11' _ 27. I IR 1 Inch = 40 ft. 10. STORM WATER FACILITY AND SDLN-021 SOLN-05 >_ I L __ _ _ _ PLAN AND PROFILE _ J r--- r __ 1 r- _ r- 11. SW 81 STAVENUE)STREET VISDLN-041SDLN-05 f I I �� STREET AND STORM PLAN AND PROFILE f! I III III _ISI > > 3 12. STREET'A'I SW 80TH AVENUE SDLN-❑1 1 SDLN-03 r �,! 1 6,6288EI 1 6,oaasc 1j 6,1808E 92 g I ,� I STREET AND STORM PLAN AND PROFILE C 13. SSLN-6 SANITARY AND WATER PLAN AND PROFILE _j 11-1. I I 7,866 SF I LLI 14. SSLN-A SANITARY AND WATER PLAN AND PROFILEL------ -J L__ 1S. SIGNING AND STRIPING PLAN CL_ I &Vh"L"jiiB. WASHINGTON C,OLfNTY SIGN LEGEND W G63- 73' I 1 I y�j 17. CONSTRUCTION DETAILS TIGARD STREET DETAILS F 2L-, 1 I I �! IS- CONSTRUCTION DETAILS TIGARD WATER DETAILS }^ --J I Q! 19. CONSTRUCTION DETAILS CLEAN WATER SERVICES 20. CONSTRUCTION DETAILS CLEAN WATER SERVICES w 21. CONSTRUCTION DETAILS CLEAN WATER SERVICES co ~ „❑, SW ROSS ST, til ! I 2 } A 0.1, STREET UGHTING PLAN w O 7,289 SF 1`"• I• IJJ Z p 18,fi79 SF � I zY TRACT FA ' L1. TREE PRESERVATION AND REMOVAL PLAN ¢ Imo'PUE 3 I (V'/ '�'QI I°' VVCA�ET 5.095 Ste' I ` 1 L.P. TREE CANOPY PLAN O ❑ L3. WATER QUALITY FACILITY PLANTING PLAN u V 81.1 RETAINING WALL GENERAL NOTES WOODS---- --------------------^ SW 52.1 RETAINING WALL PLAN GEN'TAL S4.1 RETAINING WALL DETAILS _ _ _ _ _ _ _ - - x x LL 1 I! I --------.. -------------------------_-L DR. P1-P4.NPDES 1200-CNPERMIf SET I 11 $ 6 I RECORD DRAWINGS a $ i DATE 07 203.5 THESE RECORD DRAWHAVE BEEN PFCPAF D %r S J BASED ON FELD OBSERVATION AND 8URVEYED INIFC A710N LOCATES 48 HOURS NOTICE REQUIRED VERTICAL DATUM UTILITY COMPANIES OWNER LANDSCAPE ARCHITECT ONE CALL SYSTEM 1-800-332-2.345 (GENERAL TELEPHONE, NORTHYr'ST � BENCHMARK:CITY OF TIGARD BENCHMARK NO.171 WATER -017Y OF TIGARD GARY S.&TERRIE L.CORBIN PERCIVAL-LANDSCAPE ARCHITECTURE NATURAL GAS.PORTLAND GENERAL SEWER -CITY OF TIGARD 15070 SW 81 ST AVE 2683 S.E.WAVERLEIGH B'VE) ELECTRIC) � DESCRIPTION:BRASS DISC SET iN CURB ON NW STORM _CLEANWATER SERVICES TIGARD,OR 97224 PORTLAND,OR 97202 REPAIR EMERGENCIES CORNER OF THE INTERSECTION OF SW 79TH AVE. GAS -NORTHWEST NATURAL GAS PHONE(503)939-3547 AND GENTLEWOOO DRIVE. ELECTRIC -PORTLAND GENERAL ELECTRIC NORTHWEST NATURAL GAS - BOD-882-3377 CONTACT:JOE PERCIVAL OWEST -503-242-6064 TELE -FRONTIER COM[STPORTLANO GENERAL ELECTRIC _886-B24-•6264 s ti ELEVATION:185.20 F f. CABLE TV -COMCAST " APPLICANT PROJECT ARBORIST CITY OF TIGARD PUBLIC WORKS DEPT. Y 55003-715-2591 R r " $ VERITON - 800-4B3-4000 _ SITE INFORMATION J.T.ROTH. INC. MORGAN HOLAN ATTENTION; OREGON LAW REWIRES YOU TO FOLLOW ROLES vf0� 12600$W 72ND AVENUE 3 MONROE PKWY,SUITE P-320 ADOPTED DY THE OREGON UTILITY NOTIFICATION CENTER. CORBIN ESTATES TIGARD,OR 97223 LAKE OSWEGO,OR 97035 THOSE RULES ARE SET FORTH IN OAR 952-00 ft TOTAL AREA: 2.65 ACRES THROUGH OAR 952-001-OD90. YOU MAY OBTAIN IN COP COPIES OF 132-003 PHONE(503)639-2639 PHONE(971)409-9354 THE RULES BY CALLING THE CENTER.{NOTE: IK TELEPHONE T1pe LOCATION: 2S1 SEC 12CB CONTACT:TIM BOTH NUMBER FOR THE OREGON UTILITY NOTIFTCATEON CENTER IS n AS BUILT 4 TAX LOTS: 12700 (503)232-3987. SMas 1 of 21 s� GENERAL CONDITIONS GENERAL COND177ONS EXCAVATION AND GRADING ABBREVIATIONS 1, THE PERMIT HOLDER MUST COMPLY NTH ALL APPLICABLE PROVISIONS OF FEDERAL AND 31, THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING,THE NAMES S- SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD.S PROHIBITED. THE CITY MAY o � STATE LAW, THE TGARO MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WTH THE AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS WHO HAVE ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT ANY-[IME- AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE 2. EFFECTIVE EROSION CONTROL, DUST CONTROL.AND DRAINAGE CONTROL IS REQUIRED AT AC ASPfIALF✓ATE PC pixy?9<CONAPAE AFP ASSESI05 CfllTNT PAPP 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS'MANUAL ON UNIFORM RESPOHSBIE 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. PCC POINT GF cowofgjERfCI{NINA?GIDE n 8 AT ANY TIME- BC armxECArF Srgi aL7r aErnr aam peruRH+ Fr Payr cr rarExsECAcW 1P R TI HY ASSIGNMENT CHANGES. TRAFFIC CONTROL FENCES FOR STREETS AND HIGHWAYS".U.S. DEPT. OF INSPECTOR,[N LD NG,Of /ALL 8 PONT OF LNE CVE TRANSPORTATION. FHWA,CURRENT EDITIOX- 32. FP1E PERMIT HOLDER SHALL CAUSE H15 CONTRACTOR TO PROVIDE TO THE CITY 3. EMBANKMENTS DR STRUCTURAL FILLS FOR ROADWAY CONSTRUCryON OR FILLS i0 BE ay aFhY.H Llhfdf Z. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH INSPECTOR,IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A CONSTRUCTED ON BUILDABLE LOTS SHALL 8E CONSTRUCTED FROM EXCAVATED MATERIALS 91L; BEGIN ARTC'AL URSC RRC POWF OF TAKK E�� a 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 ENONEER AND SHALL BE BROUGHT TO GRADE IN LIFTS HOT CP GHSr Am PFE PI PON-OF IL PA Ct TD EXCEED V LOOSE MEASURE, EACH UFT SHALL BE COMPACTED i0 90 PERCENT OF CJ UVOTROL JOINT PIC RAIDNI�F+L SPECIFIC)APPROVED TRAFFIC CONTROL PLAN-A COPY OF THE APPROVED TRAFFIC OR-OSHA, :HAP. 437,DIV. 3 CONSTRUCTION, SUB-DIVtS1ON P-� EXCAVATOFFS. THE MAXIMUM DENSITY AS OBTAINED BY AASTNO 7 TBO COMPACTION TEST. k � RCP AEAFDRCEU CQNnF]E FNE tj CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA- CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 4. STRUCTURAL FILLS SHALL COMPLY NTH APPENDI%CHAPTER 33 OF THE UNIFORM ,o COINA L R/w F7(7ii-LY-xxr ? 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME,WITHOUT HAVING 33. IT IS THE SOLE RESPOHSBILITY OF THE PERMIT HOLDER ro PROVIDE FOR PROPER BUHLDING CODE. CONSTRIJOEON ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE """ "Im'SaFu YO ff FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WDRK.PROOF OF ACHIEVED 8Y BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE mv f T1atA"=TM5pANRY OSL ff 53'WfR U Ru O RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO 0 RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE FRONDED TO THE CITY, BENCH EXPOSE$SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN,IF CN 6ABlF MEW9pe REQUIRED,WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC,EQUIVALENT Of OROP KEF SFA SFARLW AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT.. TU ALATN FIRE A:RESCUE AND THE CITY SHALL IN NO WAY BE CONSTRUED TO RI LIABLE FOR THE PERMIT HOLDERS 0 TO TRI-MET AND TIGARD SCHOOL DISRICT AND OTHER SERVICE PROVIDERS. FAILURE TO OBTAIN OR PRONH)E FOR PROOF CIF RIGHT-DF-ENTRY OR EASEMEN75- STD.OIL SIAADARA DE7NL 5- ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROMOED TG THE 34- BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A TO EXXLNI GTE 12500,'- 3 THE BOTTOM DF THE STARTING BENCH. THEN PLAQNO R LIP dACTyE eSpr F>pf I IGE'PB BE V5 SX INCH LAYER OF 1 "- 3/4'DRAIN ROCK, AND ANALLY COVERING THE DRAIN ROCK L ENO CIAMg I8 TOP c?BLpf GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATON SIGN AT EACH PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER NTH THE NONWOVEN FILTER FABREC. SUCCESSIVE BENCHES WALL BE CONSTRUCTED WITH Ed ENO cLWBRE F TC TOP LK ca � END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION SHALL PRO'IDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY VERTICAL FILL BETWEEN TWO TO FIVE'FEET AND BE COMPACTED IN LAYERS NOT TO EJ arvATMEfflARLSIM 1 TCR TLP OF OL1KWEiE O WORK OEFICIENCIEi SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. E1(CEED 8 INCHES- EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 R ENV VERTICAL tD IOP O`FORE OO o: 6- ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING 35. (PRIVATE SYSTEMS)THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND PERCENT AASHTO T-150 DENSITY, THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH EX EtSSFM � I6 TLP TOP OF GGRAIT z NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A T2-INCH DIAMETER SHALL BE FF F1M91 FLOORR TRAFFIC ALEX ❑ STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ASSURE PROPER FUNCTIONING OF THE FACILITY- µLOWED IX THE STRUCTURAL FILL. FG FtrA9T�' R TRAFFIC L1DIF PL F1 7- TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO 35. (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 R mT PLOWNWIF TTSP r PAHXHT INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAMTAINEO. SCHEDULE FOR PERIODIC(OIUARTERLY)MAINTENANCE OF THE WATER QUALITY FACILITY. ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORX TO DETERMINE THE NEED FOR RC PLS. $- 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 CMOI-BONS. VD RIP AF rCLA THE HOURS OF 7:00 A.M. TO 7:00 P.M.DAILY UNLESS OTHERWISE AUTHORIZED BY THE GV CAS METER HP V9?;rCWflfflrWLLNr PIPE FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS, 6. THE CITY SIHACL BE FRONDED WTI{A COPY OF THE GEOTECHNICAL ENGINEER'S GAS Bq 1E]PIICAL POPfl IF AVTERSFCITW S I CITY MANAGER. ON OCTOBER IST OF EACH YEAR DURING THIS THREE(3)YEARS PERIOD,THE DEVELOPER REPORT/RECOMMENDATION CHANGES. CB GRADE BREAK A WATER 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 OARING CONSTRUCTION, THE GSA CALVAWE+SIEf1 APE pW WAU METER � �b 7O 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 ff WN POW wV WATER VALVE d � PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 400 A-M- L LNEAL ffNCRH � UNLESS AUTHORIZES BY THE CITY ENGINEER. DEBRIS.PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL AND COORDINATE ru5 ACTIVITIES IN A MANNER THAT WILL ALLOW THE E'N GiNEERS TIME TO ❑ DELTA(aRW UNTRAL ANOW (F LMLA[FIE? 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12)FEET; PEDESTRIAN TRAVEL SHALL PROVIDE A DWRITTEN ORR EV,ALUY DE OF THE OPERATION IANDED MAINTENANCE NEEDS OF THE RENEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER t APPRDAWAfELr T, 5 2 RIf YMHL[f FACILITY RL:D CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATpN, ENCOUNTERED. W AIEL7FANrL'A!DVVr x AfRCY:NT ALSO BE PROVDEO FOR. 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A NLG NDF AK1t4C0 W c.." �WAN PHAN, IT. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL, OLEN ON[FNiER fACR NAY AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC 9, EXCAVATOR MUST COMPLY WITH ORS 757.641 THROUGH 757.571 (UTkJ Y s SAFETY- WATER SUFfLY PRE-NOTIFLGATION,ETC.), 1R BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITYS PRIVATE DEVELOPMENT INSPECTOR,(503/639-4171) To 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO ESTABLISH A PLACE,TIME,AND DATE FOR A PRECONSTRUCTION MEETING. BEGINNING CONSTRUCTION ON WATER LINES. AND TO RECEIVE A TPW(CITY OF TtGARO ROADS 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS INSPECTOR. PUBLIC WORKS. WATER DIVISION)STAMPED APPROVAL ON CONSTRUCTION PLANS AA CIQKMA AT 503/639-4171 TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK, 2, THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE T MATERIAL IN SOFT SPOTS WTH]N THE ROADWAY SHALL BE REMOVED TO THE DEPTH TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECN NI AND AFTER COMPLETING CONSTRUCTION SITE AT ALL TIMES, MATERIAL RED TO PROVIDE A FIRM N THE ROA!AND SHALL BE REPLACED WITH PIT RUN WORK COVERED BY THE PERMIT. 4, ALL,ILINIIg E OPERATED�• CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A 14, A COPY OF THE PERMIT AND ALL ATTACHMENTS, L B A COPY OF AHE APPROVED A, ALLVALVESWOK M BEINC IPWRDA CERVA7H V WA( RELATIVE DENSITY OF 95%OF T-99. 4"ROCK 15 THE MAXIMUM ALLOWABLE SIZE. CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. 5, ALL WORK SHALT BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS 2. WET WEATHER CONSTROCTON AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT ALL CITY SHALL CONFORM 1b THE PERMIT TERMS.CONDITIONS AND PROVISIONS AND TO ALL WORK M STANDARDS. GEOTEXTILE FABRIC BE PLACED ON THE SUBGRADE.1N THIS EVENT.THE CON7RAC7GR IS THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE 6- ALL WORK ND BE INSPECTED AND APPROVED , CITY INSPECTOR. TO CONSULT WITH THE ENGINEER AND WORK TO THE WITTEN RECOMMENDATIONS OF THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHARGES 7. ALL PIPE AND FlTTIHGS SHALL BE DUCTILE IRON,CELAEHNT-LINED,OF NEW MANUFACTURE ENGINEER. TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCEJOINT OF WORK AND MADE IN THE USA. PIPE SHALL BE'TYTON" JT DUCTILE IRON,CLASS 52. ALL PERFORMANCE. FITTINGS 51-ALL BE NJ(MECHANICAL 10INT)UNLESS OTHERWSE SPECIFIED. 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF TME 8, COVER FOR ALL WATER MAINS IN STREET ANp RIGHTS-OF•-WAY SHALL BE 36'. BACKFILL PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A SHALL BE r-0"GRAVEL CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 9. ALL VALVE-OPERATING NUTS SHALL BE WTHIN 36' OF FINISHED GRADE,OTHFRVASE STORM 0"NAGE HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. NI 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY 10, POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING 1 THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS LN KIND UPON ANY PUBUC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE SURFACE ARE REQUIRED At EACH TEE.CROSS.AND BEND LOCATIONS(SEE DETAILS FOR SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY ENGINEER, II- CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT- THE CITY MAY AT ANY TIME ORDER MINIMUM BEARING AREAS), 2, ACCEPTABLE STORM GRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS ❑ IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 11. A 4"x4"x8'-O', PAINTED BLUE,SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS- (R&D Z 17, EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES MUST BE SERVICE LO:ATON. AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 07-20) INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEO 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2'IPT TEE AND 2'IPT:110 3. STORM DRAIN PIPES SHALL BE RUBBER GASKESED.LATERALS TO BE WHITE IN COLOR AND Z REQUIREMENTS-THE CITY MAY AT ANY TIME ORGER CORRECTIVE ACTION AND STOPPAGE COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. MEET THE COVER REQUIREMENTS OF SECTION 3.06.10 CWS R&O 07-20. OF WORK TO ACCOMPLISH EFFFCTVE EROSION CONTROL. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJx6'FLG-(FLANGE)TEE,6"PLG. A MJ GATE 4, ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH O 18- PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED NTH A STANDARD VALVE,6'UUxMJ HOLDING SPOOL,6"MJ. 5-1/4'MVO, 3-PORT(2-2'/N'NST HOSE CW.S- REQUIREMENTS. CRASS MIX; SHRUBS,FLOWERS, BARK DUST, EXISTING SIGNS,PAVEMENT MARKINGS, CONNECTION. 1-4H"HST PUMPER), T*/i'PENTAGON OPERATING NUT, OPENING LEFT, ku a0 MAILBOXES,ETG SHALL BE REESTABLISHED,REINSTALLED OR REPLACED. WITH LIKE COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER KIND AND MATERIAL. 6790, CLOR MEDALLION �+.L r.L�V�+ �+ _ ¢ Tuj O 19- EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE 13. EACH FIRE KYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK LITH SANITARY SEWERS IY„ H o[ WORK SITE AND SHALL HIE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC I%CUBIC YARDS OF CRUSHED 2"-V DRAIX ROCK- TARPAPER WILL BE LAID ON TOP OF w ❑ PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER- I- ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THk PLANS AND SHALL BE TESTED N ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 14- ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A IN ACCORDANCE WITH CLEAN WATER SERVICES C.'k.5.)STANDARD SPECIFICATIONS R&D z Fn an L3 EFFECTIVE DRAINAGE CONTROL WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6'THICK FOR A 07-20. 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY DISTANCE Or 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE 2. LATERALS TO BE GREEN HN COLOR ANp MEET THE COVER REQUIREMENTS OF SECTION ❑ p Lal NOTIFICATION CENTER-SAND RULES ARE SET FORTH IN OAR 952-ODI-ODIO THROUGH OAR NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST T8" 3-06.10 CWS R&D 07-20, 952-001-0050-COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY OF SEPARATION BELOW THE WATER LINE- CALLING 503-246-1987- IF YOU HAVE ANY OVESTON ABOUT THE RULES, CONTACT 15. ALL MAINS NTH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH)SHALL THE CENTER- NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS AETESTED AT 150 STA7C P ESSURE GREATER THANFOR I K WW A 00 PSI SHALLUBELPRESSURE TESTED AT MAINS1.5TIM SW INSPECTIONS EXPENSE. 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND THE STATIC PRESSURE FOR 1 HOUR WITH R MAXIMUM LASS OF 5 PSI- HORIZONTAL LOCATION PRIM TO START OF WORK(POTHOLE BEFORE DIGGING IF I5- UPON SATISFACTORY COMPLETION OF TESTING. THE NEW MAINS AND CONNECTIONS TO 1, THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS b ,� NECESSARY)-SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACIUTES EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO CHECKLIST ON SHEET B- BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST DISINFECTION. FLUSHING VELOCITIES SHALL,BE AT LEAST 2.5 FEET PER SECOND. BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE COORDINATE THE WORK NTH AFFECTED UTILITY AGENCIES- HEALTH DIVSIGN AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF m a 22, A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C- OR HOT MIX BASE PAVING)SHALL SDISINFECTION SHALL OLUTION HAVING A FE USCHLORINED. NFECTING IXTURE 40-SHALL50 BE A(MILLIGRAMS RER,. RECORD DRAWINGS � p.. s BE PLACED ON TRENCHES"THIN ROADWAYS AT THE ENO OF EACH DAYS WORK.NO THE DISINFECTION MIXTURE WU BE PREPARED BY INJECTING A CALCIUM/SODIUM n TRENCH,ON SITE OR OFF-SITE,SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. PATE D7 2015 Tl-C�9E RECD L)RAVYtHCl4 HAVE BEEN PREPAfi® THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE HYPOCHLQR TE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE °�'0 3 0 RESULTING FROM THE PROSECUTION OF THE WORK. FRESH(POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE FIPELWE SQ THAT THE BASED CSN FSI]OBSE WATION ANO SLF&tYFD lPOFiMATION p A o 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTNG FACILITIES CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH- TREATED(CHLORINATED) do s [ROADS,DITCHES,ETC.] AS MAY BE NECESSARY,IN THE CITY INSPECTOR'S OPINION,TO WATER SHA1 BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL x i OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED iN CONJUNCTION WITH THE OF THE 2-FORMING BACTERIA.TYPICAL RETENTION PERIOD IS 24 HOURS.SI THE ENO WORK AUTHORIZED BY THE PERMIT-CORRECTIVE WORK SHALL BE PONE AT THE PERM17 LE THE 24-HOUR PLAIDS, THE SATISFACTORY PIPELINE 15 TO HAVE A FREE CHLORINE RESIDUAL OFA S HOLDERS EXPENSE. LEAST 14 MG/L_ AFTER G14OUT THE P CHINE IS CHLORINATION, FLUSH THE WATER FROM THE LINE 24. ONE AS-BUILT DRAWNG AND POF SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING UNTIL IO WATER THO THE UT THE PIPELINE C OF S CHEMICALLY AND THIS DESIGN FRASTCOMPUU WITH DRS SIrNE [T IN THAT ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND,ALSO, BACTERIOLOGICALLY 7D THE PERMANENT SOURCE OF NOT ALLOW DISI OF THE NO UTILITY INFRASTRUCTURE i5 DESIGNED TO 8E WITHIN ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL DISIHFECTON WATER[N AN APPROVED MANNER. OD NOT ALLOW D151NFECTION WATER TO ONE (1) FOOT OF A SURVEY MONUMENT LOCATION BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS FLOW INTO A WATERWAY WTHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER SHOWN ON A SUBDIVISION OR PAIYTlTION PLAT. NO _ s CERTIFICATION OF INSTALLATION COMPLIANCE(FORM ATTACNHED). IN ADDITION,THE DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION. THERE WALL BE ANOTHER DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION •" APPLICANTS AS-BUILT DRAWINGS SHALL BE TIED TD THE GPS NETWORK. THE 24-}TOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING, BACTERIOLOGICAL CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD APPLICANT'S ENGINEER SHALL PROVIDE THE CITY NTH AN ELECTRONIC FILE NTH TESTS WILL BE TAXER BY TPW. CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACE?) ;r POINTS FOR EACH STRUCTURE(MANHOLES, CATCH BASINS WATER VALVES,HYDRANTS 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, w A AND OTHER WATER SYSTEM FEATURES)IN THE DEVELOPMENT, AND THEIR RESPECTIVE X ST.LOUIS, UO 63102, THE SAMPLING STATION SMALL BE 2'-0'BURY,WITH A-4" WITHIN THE PROHIBITED AREA. ANO Y STATE PLANE COORDINATES,REFERENCED TO NAP 83(91). INCLUDE ACROBAT FIPT(FEMALE IRON PIPE THREAD)INLET, AND A X'UNTHREADED HOSE NOZZLE. ALL pw (---.PDF)FILE AND ONE TIX17 COPY OF AS-BUILTS. SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, p 25. A SEWER SYSTEM RIR-TEST AND(V.H.S)T-V. TEST REPORT AND ONE SET OF BLUELINE AL IMINUM-CAST HOUSING. WHEN OPENED. THE SAMPLING STATION SHALL REQUIRE NO v ON,KEY FOR OPERATIAN0 THE WATER RIN AN RLL-BRASS WATERWAY, ALL G "AS-BUILTS" OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE am, { WORKING PARTS'MIL BE DF BRASS AND B BE REMOVABLE FRQ6.1 ABOVE GROUND LION THESE PLANS TH NO EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TD CONNECTION OF ANY DIGGING. A COPPER VENT TUBE[STANDARD] WILL ENABLE THE SAMPLING STATON TO BE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS- TO THE BEST OF OUR KNOWLEDGE, THERE ARE BUILOLNGS TO THE SEWER SYSTEM. PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA NO EXISTING UTILITIES EXCEPT TRIOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO T 26- THE PERMIT HOLDERS ENGINEER/HNSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, GROWTH, T}-E EXTERIOR PIPING WILL BE BRASS, AND A 14'SALL VALVE SHALL BE ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR-(SEE DEVELOPER- ENGINEER PROVIDED IN PLACE OF THE A'PET COCK ON THE VENT PIPE. VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ND UTILITY LINES SHOWN E E.. ON THESE AGREEMENT NOTE N 5.) 18- WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE g 27. THE CITY'S INSPECTOR MAY,AT HIS DISCRETION, REWIRE PROVISION OF TESTS AND OR OTHERS(OWNERS)-ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST PIPES, C014DUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR 70 HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEGUACY/COMPLIANCE.SUCH OF A DCVA(DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB $ TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE- THE WATER METER.IN ADDITION,EVERY METER FOR COMMERCIAL, MULTI-FAMILY, SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL 26, THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND INDUSTRIAL,AND INSTITUTIONAL SERVICE,REGARDLESS OF SIZE,SHALL HAVE THE PROPER PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ^ ^ m r WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLO THE OWNER AND ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATSFACTON. OR THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE 29. EXISTING MONUMENTS,PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED, INSTALLED AND TESTED BY THE OIMIER. NTH THE RESULTS FORWARDED TO TPW WATER THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ROW REPLACEMCNT SHALL BE AT THE PERMIT HOLDERS EXPENSE. DIVISION, BEFORE WATER SERVICES CAN BEOIH. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CORBIN ESTATES 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR NHEH THE INITIAL AND 19. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER OF THE OWNER OR THE ENGINEER. No. FINAL LIFT OF ASPHALT HAVE BEEN PLACED- SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS,OVERHEAD, ADMINISTRATION,SAMPLING,ETC- AND 2 132-003 'A,FOR ENG14EERING REVIEW,INCLUDING"AS-GUILTS"DRAWNGS, UPDATING MASTER MAP, CONTRACTDR SHALL VERIFY ALL CONDITIONS, DEPTHS LOCATIONS AND DIMENSIONS OF EXISTING Tm INTERSECTION MAPS, ETC- UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF AS BUILT l t WORK. SibeL 1 2 Of 21 e I �r�. , ; ----�- - ,_- ; _,'- , -• ___= ; , ` RECORD DRAWINGS I ! l I /•- '^ / .'- _ -- r� -_ • . .'�r•Ir DATE .W071 THEW FE-COM DRAWINGS HAVE BEEN PREPARIED LEGEND g yJ . �_ . / amm ON FET.D 09E$TVATION AND SURVEYED WFORMATION m r I I ! f r . . • r / .CONIFEROUS TREE o d g r`~~ A _'• �'' -I rr••r W •DECIOUOVS TREE .p@ I it h l I I Il 1 11 1 i I I x___ Jr,r ' ' r BWATER METER "^ham IMpy,��•� f } I J, 1 ! + 1 1 h } / f rr Ir �• �-� -1 TUTY POLE WITH GUY WI RE E / �WM•]69si1' NWLBO% 1Ndd�MMW I I 1 I I I ` i y ! • r r � ,v _�\ 1 1 ! I I E I I 1 } 1 1 • � D4 -WATER WALVE 7 FIRE HYDRANT CLEANOUT SANITARY SEWER MANHOLE F] N I �J � 1 1 l \ � \ � \ \ } } I • •STORM SEWER MAN}44LE I �` �� 'll V L I • ♦ \, I } } I P� COMMUHICAnoA75 VAulr .FENCE x FL Il'I u I s: PRWECFROUNOARY a RIGHT-0F-WAV �" u 1 -__ -~ �._ STREETCEHTERIME S.a1RnRT SEMI fp1 ,� I 11 \} 1\ \} , , l= I V V l _E70STIHG PROPERTY LINE 4', N RIM-32w.7x1 h �I I _ 1 q 1 I .J..� a IEours.196.7r3' I u _ r I ! 1 �� ----+di--.-- -5'CONTOURLu !f•y91 f _T .^ I / 1 ! ! If f +� ssss -SANITARY SEWER LINE w------W—W— -WATERUNE riT y�1 -EaMNG CURB I ` � 1 , � ~ •M1R�.� —%SO—%so— -STORM SEWER ONE POWER ONE 1 q ._._-.. 1�'�.' � I• �.1�p I f 1 ` � _`�_- ~ —p—g�6_--. -HATI1RIll GAS LINE cc —C—c—c— _COMMUNICATION ONE OVERHEAD LINE ft } 1 + I } ` '•11e� �� _ �� f""...�"- -CONCRETE EAMING WILDING EXIMING ASPHALT ! S g �517L r - RX -TREE TO BE REMOVED 2S3 sec 1208 -� � 9\ Z _ 11 ', Ln I I i EXPEMNCi CANOETE -Y� L__12 1 ru I3 Z I1 4 f PAD 86 OfiNEWAY �� _ �} ! I NU w. nM11ElOH 1lAS I �I �, 1111 I � � � �=, P�Ta EE '�°, R0.199t-036 � I 1 I !a' 1 1 I ✓ Y:�/ f} I 7Fi SEWER r� g ! 8NED TG i Eoufl-,759 p I I I ,Ury� a w za EXIST,NG I ' A,. :•.- a I I �f 1 I l V ~ a 1�i1 1$,L+I 0 11 TO BE MOVED OL18E Tb I = r I _ ❑ OEC:OMMiSdOrJ k7CI5TrNP WELL �O ,REMOVED BE RE Or `-H.r I_I U 1'? ■ DO G M l' 1 AS REIq[71RF�EiY THE STATE #c M k r- -- T� 1 ,� 7 srgnrn sEwEe 'x. Lu L7 OF oReocw WATER MAEiTER aF MIs r- - 1 Z G TC1 645,N D .• 8797' Lu 0 V r SANHM1RV Sf1YfR �a7�L- f I I �- f l y IE d�,S.yB]-d7' E%I$TiNG RIM=SIXi.36' �' } SHED TSD BEl'` • '� v f _ - __ EW H•s9e32' f IE RI fY.39Y93' ~ RLiMCAI�D •i 1--� ' AT'IOH TQ AREA MAIN R I SWR STpCF IE WiS•a92SE' � � _ AREA 23 � V ry f105$u 1 EI�G 1 Ss'! �Q[ / L�.� l E�INQ � I� � / � / 1 V 1 11 ` nlhl•y87.31' sf J 1I. - -Y J J+ IEW�ASE=wcsa I, Er161TNO POWER PILE YO He Wil //� _ _ J¢ - sE POWER LINES TO Be BURIED. �� r`� ��-�4' ~' E I glNyip.r / r GEWAL WOODS x ' y _ Ira mHmEie // f �� RYSEwE, x o W S ROAD e (Lour.sg9.o g � S � 9 03STR43 MMLBOXE f/ c TO HE REMOVED , 11 RNA ILS�Y / IE INN-v171.1s' SE\lRil RdVD REPLACED 4`�� J LE IWiEl•17 El l .39' MWW•1i9.9' i 7 it IEI L=MAY IH` fg-O 9'61LC f I Ou9.ST � J 1 E t w SEWER � w �RGIIMMTCH BALK : I I! Is 7 / �. It IN-1IL71 � 4 r, v HIN.19i7r 'I N IIE .19L9P g s I1��l CJI �I}i rr GRAPHIC SCALE CORBIN ESTATES jlr{I I t IN sr 0 ft 132-003 Tw IN FEET} AS BUILT 1 inch a 44 fi. SlrEt 3 of 21 9 TOP PERMIT LEGEND [' SLOPE a AREA a 2_ • iH/2 BUT 2 FT. E#STMIO 5'LLWIDOR F MINIMUM AND 10 D'$ g FT.MAXIALIA Is! PRpPOSTD V CONTOUR 3 Q n g 1 PERMIT W PROPOSED 5'LYNY1DDk y' $ AREA TOC OF OUT OR Flit �� 8 F'w BOUNDARY SLOPE gOpE NATURAL OR PROPOSED 4YMfi5(+F7E RFFALIVNG HALL GRADE M 2 BUT 2 FT.MINIMUM Imo' ® },y, PRaVSO CATCH BASW 'w .., O 20 FT.MAfL1M11M EXLSiI,VO TR£E TO BE SA 44:0 OR Lo . ''•.. FINISHR GRADE X x _ E145RWG WE TO O£Rfui)YF 1 v { II .0 Ftp 4.0 IW.r OP LIFWALL � a -- � GRADING SETBACK DIMENSIONS PER WCGO-14.12.300 FIGURE 4 n 0. rns L CANS'RggTION NOTES y. I ~ —— GRADE PER P1hN I w or �� O CAYSMCT 5'WDE GRA IeR STAIRWAY FROV TOP OF RAM!TO �-�.•r, 4��0.1 !V FINISH OR CIRSTIHG // I -4. F$,S_i BDndr OF PM.SFE DETAk SFNEi 2r. _ M a f Q7� 1 �gg e� sr� 1D x BOTTOM O f y F— u!I OF(Esw/FAsj x' REF .11,/J x WALL x% \F— f1NISH OR E%ISTING !" •"� e w9 I GRADE PER PLAN Lu I { TYPICAL RETAINING WALL DETAIL RECORD DRAWINGS ' a w STREET we"m DATE 2&7z2015 T}{ESE DRANWG3 HAVE BEEN PREPARED BASED ON F$O OBSEWATKKY AND SURVEYED INFOF12AATPON - - - 2WD 20� y Q ❑ !— z U I , , m Q N,.1 z 5 I" x n 1 lI a co W a t❑a7 I I I FA O a ❑ tL m 196a OC p { .2D1 196.3 FG 1LG I 5 1955 t3 1964 1* lK X 186"3 3W od I ti 1 598.5 TW 5.9 Q N SW ROSS ST. I I / s9o.6 Fc t P 196. TB' 5-5 ww P f] 6 :G LI] � �wcy,oEiFA�: 196.0 Tw FG ---- v L SW o = B GENTAL WOODS a IBRD G -- ---- ROAD f � fs55 196.0 TW 4 FG a I -N 1 I GRAPHIC SCALE CORRIN FSFATFS Type 337-003 {tN FEF:i} ASSUILT p 1 Inch 40}i" shm m 4 of 21 CENTERLINE CURVE aRTA LEGEND a pRLiP05£D 90fWALK ` O PROPOSED Cav0?E7F anal AW WTIER ._.. 8 d=3.19• d= 66716' A- sass' E=JW' sAxurr uw ------- n I R• 18&00 R. 6R0a' Rr 89.PP R: 185D0' __ ___ :. 7�Lora' Ta 61.50' T� 6&r8' T- 593' EASEAAEN7 Wry I L= 1232' L4 FLU 73' LL= 11.86' PSOPM MOM EAS76a6 pA1fAlFjYi 4 f E RECORD DRAWINGS °a� Y W J DATE O7 2M THESE RECORD DRAWINGS HAVE BEEN PREPARED PRGroSEa S117EWALK BY HOYEBEN-MRFL . ._. z BASED ON MILD OBSERVATION AND S-IfiVEYED W-CFAAAMN _ ...--. a 1 ! gi PRW05E6EWALK BY EIVOPER •. >r 1 to Nva ; ! ! 101' 1 Lu ! r 1r 4 ! I �! I 7 � I 3 4 i S m I rp.w STREET ui CO M9MUCUON NOTES w `ti STAM7ARD DFA'YEiYAY W/LANDSCAPE 57RA�, 7YP. W. 9 ! 5 I A I bl (SEE CIfY OF WARD DETAIL i11,51iEET 17) SA F Q I J ! a ' I O 12-FT WMWERCAL DRIVEWAY.(SEE CITY OF MG W J F a I J •!V I DE7At.143.S4EZT r7) Q 1 Q a ® 5'COWORETE SrDFWALK, TYP. [C Z p CrTY GF 4WD DETAIL i20,SLEET 17) 6 m a a � `•- I p L7 I OD I O 5'CONCRE7E SIDEWALK(TO BE CONSTRUCTED AT THE ❑ (•) F- I 4 ROE OF HAVE CON57RUDADIV), TW,(SEE G7TY CF TICARD DETAIL.120,SHOT 17) SW ROSS ST. I SEE SND SECTS 6 A 7 FOR CURB RE71AN INFCRAIAACN. I TW1QT'A' I - WL��ET FAC. • y y N SW _-- a a9 v.qa s GENTAL WOODS I � n s W ROAD --- 2a'PUBLIC SFOM AND _w_.. SANTIARY SIMP£ASEAI£Nr f0 Dry Ar BOARD � — N— I I Pr*1 ! I GRAPHIC SCALE CaRSIN ESTATES Ba :32.003 Y it [ IN FEET ) aS 6u4T 5 uh - 4D it. sneee rJ of 21 204 - - 204 202 - 202 , A-21 1 +s199.aQ w� �w� TOP OF CURB of 5203.01 V 199,41 2� lj 203 - - 20.3 m ;', 2012013� :D. IS $ TC199.00 Q TC26- TCP OF CURB 99.63 520,-96 1 971 202 - 202 200 _-._._- 2G0 00.13mFj CID �8 T S2D,.88�- - -. - - 52DD,22 `� W 5201.49 52D1-38 1� 4 G - - r TCt99.a9Lu W ` iC2Q2 2(11 199 TC499.71 p 0199.11 a 8, TC201.40 TCMMS U) a' 8• I 0599.1 0291.49 9NNG 1?AM N41dC T � 8• d• 8' 5,99-61 _ iO H4NC RA 1NNG -0.06% S ' 20D - - 200 0201.32 198 - 196 TC199.89 h'i �' S 05.78 7C2Q0.02 2.28% TC201-2 .17 ; STREET'A' 199 p p wry- r✓ .5k' 0+50 0+40 0+3STR0 0+20 0+10 0+00 99 EE 1 'A' 0+50 0+40 0+30 0+20 0+10 O+DD f' 4 CURB RETURN No.1 -PRCFILE CURB RETURN No. 1 -PLAN CURB RETURN No.3-PROFILE CURB RETURN No.3-PLAN AI.E:H!M1'-19 V:1'-1' SOALE:H:i•=10' :H:1'-IO'511 1'-1• SCALE:H:1'-TO' r2EI.W TOP OF CURS STREET CURVE DATA TOP OFF CU STRB ATION ELEVATION STATION PC PC -2171-17 10+44,01,14.0Q LT 45-� PC!P[AD9] -49$-98 10+38,4, GRAPHIC SCALE LP(3.83) --204.13 Sir•A• GRAPHIC SCA1.I= 85100'00' STREET'6'1/4 d -201.25 PT �v R=M00o1/2d -199.+0 1/2 d -20,,78 T-2&85' PT 46 -202.4E 20+4201,18.0D'RT 3/A1t+54.44,14.00'LTpT -202,00J. SW 81ST AVENUE `N- ' ` L 41.54' PT -200,02 �In 49.1 1 STREET'A' I Ifi FEET) ,0 V1 t i cn = iG rt 1 inch = ft. � Li. D cr a z cc D Z 1.- eLLJ 0 O co z o 204 - 2Q4 S REET'A' 2Q2 202 H ° ° Si99.08 ! F- m d TC201.,7 TC201.55 los 241 TC201.48 TC$9&88 $ 203 TOP OF CURB 293 G2 1.4 TOP OF OURS TC 01.54 526,,87 �T•71% m St99-61 4 020,, 4 4S' - ? t_ 200 - 200 LLCLLLIII S2G0,42 202 202 (f f IC199-28 z TC 0140 sx6D.e3 a Y 1• Q 520,.38 ]' . e a z 6 L+ s2a1.77 co TC199.29 ~�- fA , G199-29 A c 2 TC 202-B1 r GC99 377 t 8• d' 8• S20205 8' 4' 8• 1 9,79 �n WINr RR WNC 64NC RAM 64NG yL S 91,95 n 198 tag TC200.21 p-54% 200 . - .. 200 0� V TC200.4 tt d 5202.82 � o � ° 0 12 STREET'A' a 0+50 0+40 0+30 0+20 0+10 C+00 0+00 0+10 0+20 0+30 0+40 0+50 H CURB RETURN No.4-PROFILE CURB RETURN No.4-PLAN CURB RETURN No.2-PROFILE CURB RETURN No.2-PLAN cxLe:r:r-,a :t'-M1' SCALE:H:1'-1O SOALE:H:1'-10'V,-V=7' CALF: RECORD DRAWINGS CURVE DATA TOP OF CURB STREET TLP OF CURB STREET CURVE RATATIM DATE 12107f,=5 T}E9E RECORD ENRAVl11dc3,5 HAVE BEEN FFIEPARH] PC TA - SASH ON FELE)OBSERVATION AND SMEYE D I F0F9AATION g ELEVATION srAnoN "A 6.(k) Ac -202-61 19+58.01,16-00 RT PC -200.42 12+35.87,14.00•RI s .' 90100.00' 1/4 d -202.37 SIN 61ST WNUE GRAPHIC SCALE t/4HP(A8] -2D0.42 GRAPHIC SCALE H M 9171'00' 4/4 d -200.25 STREET'A' ,y R=28-00' 1/2 A -201.95 PT- o a m R-2&00' 1/2 d -199.77 ° ° kD $ PT T-28-00' 3/4 4 -201.52 f0++3.99.74.00'RT A' T- _ L o 43,99' PT -201.17 -`'� s L-44-W PT 4 E -19&88 10+44.70,14.00'0 N STREET'A' 1N FEET ] sT'er ` IN FEET] COR9IH ESTATES In 16 l inch ,0 ft. ML 19I-003 TV" AS 9U1LT SINet s 6 a[ 21 TOM G200:i2 TC200.80 o czoo.3e _ 203 C [ TC2M91 N t 4k 0.�548 NP) \ 4� a 202 ` TC200.84 u d {+.{ + s 1u F r�9 a aF] + 16 y^ _ + ry Q 4 N X201 7�oa D N —•� ^mom 0. 0.34X VI _rte 1 0. 5Th 12+98.64 a r�r i , FL200TMO-35 le 1 VE STA: 13+14.96 3�1�' � OR7 VFWAr H}NXO G MG DRf4EWAM7NG V� •� Yom` STA; 13+24.$7 z FUTURE OE51 TC200.50 ti 1+40 1+30 1+20 1+10 1+00------0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 O+DO iCURB RETURN NO.5-PROFILE � 4 A: 13+44.20 ;f SCALE' :1'.1a .1•.l' A: 13+50.51 IFVTFJR PC GN o � ®CURB r : 13+55.36 t TC200-44 1 1 TOP OF V ED! STREET ' T 00.22 CURVE DATA ELEVATED! STATION PC(0.00) ---2mis PC 86'0&'00' 1/4 6(326y) -..20Rp 13+30.36,18.03'LT GRAPHIC SCALE 1 R=55.00' 1/2 6(6751] —20852 STREET T=51.41' HP(8830 - F2+982DR55 PT- k I J L-82.88' i02 4 A( 4! —2M64 Pi=13+76.44 11 1OVERAU L.pt(}35.03) —208;2 STRE T'AA' LT (IN FEET I Inch =10 fl. M FUTURE DESICN 0 1 I CURB RETURN No.5-PLAN d L :1• a Z w v Lu 12¢ Loi a m a m s p # C m � TC796.58 0 G a I N i{ p I- 197 N _ _ . 197 llll N � m•}� ill 198 .-. a.� __—._uai __ .. 196 TC195.38 195 T 1 4377 194 ............. _...- ��•-- __ - -. 194 T0194.38 ' CF43.88 _ 6' 17;........• s. -Z4g;t >- 193 193 N71'rri p11fVFiYRY N}NC TC194.18 — u I 2nR F 14,14M 192 -- - N 192 795191 0+00 0+10 0+20 0+30 0+40 0+50 0+80 0+70 0+80 0+90 1+00 1+10 1+20 1+30 $+40 CURB RETURN No.6-PROFILE Fu1uRE DESIGN - \ 5 ;H:I'=ICY .1'•7' iCt9_'. 6 �a CURVE DATA TOP OF CURB STREET ELEVATION STATION 'kllpm --•----- — - RE OESi PC = —N— REC4RD DRAWINGS 909900' 11 -t9� 14+88.81,1462'RT GRAPHIC SCALE TC192-59 � � _ RAW ESTATES t/4 6 —195}0 STREET A FUTURE DESIGN FUTURE DESEGH R+�55.00' 14 d —19168 w o e 10 m 0192.03 s 1. Ilm T Y 55.15' 3/4 6 —192.375 AT- ~ — a 132.003 L r 86.54' GATE 12 07 2015 1T•IES£FEOOFIIJ DRAWHC�RAVE&EEf4 PREPARED OVERALL L- PT —191,64 15+52.37,18.62'RT TM I3A�O of4 FTE7.G pB9EAVATIRN AND SUFlVEYED INFORMATION 142.69 STREET A [ IN FEET) CURB RETURN:N6.6-PLAN As BUILT 7 inch t0 fi. SCALE:H:1•-10' RAM 7 of 21 WET WEATHER CONSTRUCTION PAVEMENTSECTION NOTES F I, IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING NET WEATHER, THE SUBGIRAOE AND CONSTRUCAON PLAN SHALL BE REWMD BY THE PROECT GEOTECHNICAL ENGINEER AT THE TIME OF CONSTRUCTION$O THAT MOTION SPEOFIC R.D.W. R.O.W. R£COMMENOAPONS CAN BE PROVIDED. _. 3-1- 2 THESE WET WEATHER PAVEMENT SECTION RECOLrlENOATIOMS ARE INTENDED FOR USE IN STUATIOUS MERE+T IS NOT 25' 14' FEASIBLE TO COMPACT THE SUBGRAD£&CkS TO WASHINGTON COUNTY RMAREY£NTS,DUE TO NFT SU"ADE SfX R5'CURB U „ COMJXROIV5,AND/CN2 CONSTRUC7ILW WRING NET WEATHER. R5 a A NET REAMER SECTION WITH A MINIMUM SUBGMADE OEEPENTHO OF 6-INCHES TO ACCOMMO9ATE A WORKING SUBBASE I r I OF AOWRLINAL I i/2'-0 CRUSHED ROCK SMALL BE USED. BPUE S' S' _ i4' �_ —12' 4. G.0yrXRLE FAaFX WWAR SDOX, OR EQUIVALENT.SHOULD BE PLA=ON SV6CRADF SOILS PRIOR TO PLACEMENT OF �� CRETE CURI� I NY BASE ROCK. 2X AND GUTTER CONL'RMETEETE CURB F1 w c�J7 5. THE PROJECT GEOTECHKCAL ENCO&ER SHOULD BE CONSUL IED IN INSTANCES WHERE IT MAY BE PREFERABLE 70 TREAT 3.57X 3�S7X THE SURCRADE WTHH CEMENT INSTEAD OF OVEPEXCAVADON AND AN INCREASED ROCK THINNESS � B. IF SOFT SPOTS IN THE SUBGAADE ARE rOENIMO DURING ROADWAY IXCAVAITON,OR DEVELQP PROR TO PAVING, THE SOFT SPOTS RM&O BE OVEREXCAVATED AND BACKFU.0 WITH ADDIT MAL CRUSHED ROCK. IL— i-15' ELEL 2, I/2"NSE H HMAC 2'OF�'-O'CRUSHED ROM 2-LEVEL 2. i/2'DEVISE MAC 7, Dl1RINC SUBGRADE EXCAVAALRI,CARE SHOULD BE TAKEN TO AVOID DISTTIR&NG THE SUBGRADE SCHLS REMOVALS SHOULD 8'OF 1-Yz"-O'CRUSHED ROCK COMPACICD 70 929 OF P"NC BE PERFORMED U5'INO AN EXCAVATOR WITH A SMOOTH-81ARED BUCKET. TRUCK TRAFFIC SHLYILD BE LIMITED UH71L AN COMPACTED 7p 95x'OF TIED AVERAGE MAXIMUM DENSITY (MALD} ILA ADCOUATE WORKING SURFACE HAS OCOV ESTABLISHED.IT HS RECOMMENDED THAT CRUSHED ROCK BE SPREAD USNG PROCTOR AASHTO T-180 .3 BOLLD02ER COUA 047 RATHER THAN DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND POTENTIAL DISTURBANCE � Nd TO SUBGRADE AWLS. 12'OF COMPACTED SUBGRADE SDRS APPROVED n NATIVE OR 95X OF STANDARD PROCTOR 0 CARE SHOULD BE TAKEN TO AVOID OVERCOMPACRCN OF THE BASE COURSE WA7ERIALS� WHICH CYAD CREATE PUMPING ^� AND UNSTABLE SUBCRADE SOL CONDITIONS. TYPICAL LOCAL STREET 9. FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT SPECIFiCARONS(95%MODIFIED PROCTOR).A FAWSN PROOF--ROLL SW 80TH AVENUE(STREET'A'STA 13+76.44 TO 14+66,31) SHALL BE PERFORMED PRIOR TO PAWNG. 10, THE PRVXCT XOTECHNICAL ENGINEER SHALL BE ON-SfIC DURING CONSTRUCTTLYN TO VERIFY SIBGRADE STRENGTH AND TO TNG£DENSITY TESTS ON TME ENGINEERED FILL AND BASE ROCK MATERIALS INSPECTIONS NOTE 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPFCTIONS PER INSPECRONS CHECKLIST SHOWN BELOW R.O.W. . ROW, INSPECTIONS CHECKLIST i —�-ros CURB ' 0 0.5• (SAL CONTACT YOUR ASSIGNED PUBLIC+ANPROVEWENT INSPECTOR(AL DICKMAN OR MIKE WHITE AT 09-4171),A MINIMUM OF 2� •TO' f6'' S' 5' 8'PUE V 24 HOURS BEFORE BEGOMG ANY PUBLIC IMPROVEMENT CONSTRUCTION WORK WTH N THE CITY LIMITS&SO REMEMBER CONCRETE CURB I Vii JNSAEC770M 1S REQURED RFORE'COVERING'OR pOI7RIFIG'ANYTHING AND GUrfER 2X 1+t1 REfklIRE77 INSPECDLWS•AT A MINIMUM,INSPECTION BY THE CITY INSPECTOR IS REQWRED AT THE START ANO END OF EACH OF EXISTING 3.x39 Ll.J THE FGkLO1 ING WOW PHASES: 0;5LIj GRA6ING STRF�75' 2'LEVEL 2, I/2'DENSE HMAC ~ fl Cllr&FILL STAKING HORI7CAITAL/YERTICAL STAKING 2"LEYEZ 2, O 9 DENSE HMAC 3'OF '-D'CRUSHED ROCK ¢ w FILL PLACEMENTIL)OUPACTION SVBGRADE CUT/FTLL COMPACTED TO 92z OF MOVING 12'OF 2'-D'CRUSHED ROCK "'� r` Er TEMP.DRAINAGE l3LViK SUGGRAOE PROOF ROIL AVERAGE MA)OMUM DENSITY y�il O TEMP ROrNA CWORK CURB STAKING COMPACTED 70 O T 118 MODIFIED C3 {MAMA} PROCTOR AASH TD T-18G V y p PROOF NE SANITARY.&SW SE1V£RS CUURB ORMSiylOfl C M 12'OF COMPACTED SUIMADE SOILS APPROVED +Q rt l¢7 BASEROCK INSTALLA TiOH HA A OR 95X OF STANDARD PROCTOR U'] F MH&CB STAKING LEYEIING COURSE INSTALLATION PIP£INSTALLAPON/BACKIYLL BASE aWPACTION/PROOF RaL TYPICAL LOCAL ROUTE TRENCH COMPACTION TESTING W1:ARING COURSE INSTALLATION AIR&TV TESTING WEARING COURSE COMPACRON 5W 81ST AVE REPAIRS/RESURFACING POWER TRENOMC/UMMES TRAFFIC&PEDESTRIAN CQM7RQL 57REET LICHT INSTALLANQM OUTFALLSIW-RAP MONUMENTATiON TRAMC&PEDESTRIAN CONTROL TRAFFIC CONTR•CM SIDEWALK/NMEELCHAIR RAMP INSTALLATION iK $ PLACEMENT OF SIGNS OVERLAY INSTALLAUM .'I: z SEQUENCE OF SIGNS a S G APPROPRIATENESS OF SIGNS y� STORAGE OF SIGNS WHEN NOT IN USE � $ SUFFICIENT NUMBERS OF FL'ACG£RS � 2 FLAGGING PLAN CER7IFIEO FLAGGERS ROW. R.O.W. PROPER TRAFFIC CONTROL IN PLACE WATERT MIF 25' k 25' WATER LINE INSTALLA PON 91ALL OCCUR AFTER CURBS AND TET~ARY LOT CORNERS ARE NHSrALLEO. U r0.5' FAS,CURB 0.5'CURB� 0-5)1NOTE FOR SEWER ACCEPTANCE• RHE DEVROPER IS REQUIRED TO HAY£ALL SANITARY AND STORM LINES WITHIN THE SCOPE OF i w a THEIR PROJECT GEANED A MINIMUM OF ONE MEEK PRIOR TD A PRE-ACCEPTANCE INSPEGRON(AT END CF ONE-YEAR MAINTENANCE PERIOD). THE BALL AND FLUSHING OR.ET RODDMETHODS ING MEDS ARE CGN190ERED ACCEPTABLE PRE-ACCEPTANCE TV 49 5' 5' 14' 14' S' 5' 8'PUE INSPECMXN IS REOWRED PRIOR 70 SCHEDULING PLACEMENT OF THE OVERLAY. 7R _ 3.57X 3.S7X CCUPS CNf N9{GU Ir T R AND GVUTI P 77 2"CF�y'-Q"CRUSHED Roca_ r-}si"LEVEL 2, 3(2'DENS£HMAC 8"OF r-�p'-O"CRUSFIEO ROCK 2'LEVEL 2. 1/2 DENSE FWHAC COMPACTED TO 95X OF MODIFIED COMPACTED TO 92X LIF LOVING PROCTOR AAS HTp 7-20 AVERAGE MALUM DENSITY. U2"CF COMPACTED SOBCRAOF SOILS APPROVED (MAMD) NATIVE OR 959 OF STANDARD AROCTOR S TYPICAL LOCAL STREET S STREET'A'AND STRECET'& [pRBIN ESTATES RECORD DRAWINGS 32-003 a ❑ATE O7 2035 TFi28E FIEG�DFU bFIAVNtJCi9 HAVE BEET PFVEPARM AS BUILT 12ASM ON M..0 08SFRVATK]N AND SLIHVEYED tNFOFAIATM Shad $ or 21 I � w LEGEND CONSTRWTIOW IVQrM PROPD.SED RDEN'A[K '^-:".::.,1 TFU AND AOAWAOW MrW6 SMU CMVERF W PLACf'. r 'I: PRU°OSEfI CLWfRE7E L'UR8 AND pI1TrFR a ❑RPo I I sAw+;err ur+e ——————— g w a a FASE11ENr WE PROPOSED EASEMEfVf NOTES PROPM SIM LK&mwac 6 O O5'KRE PMVArE UMJTY EASWEML ARP�[LRm SANfrARY i,PfO=k AfAMfWf z PROPM KAr U4 C&VALVE F1 �? p s'PLa UK[rra.) w T �xrsnvc aAvt�mvr � 11 PROPOSED PAVE1lfdlr O 1 � a i I - I $j PROMED DR1ElrAr _._................ r frssllm�a N yf `n a f _ min 1 fl TRAPIT'A'IS SUWK,*T TO A CITY OF � I T CARD ACCESS EASEMENT OVER RS w I ��Rlttxrs I ENT1RErv. I J ! — — — $ ; FACISHA WALL MAINTENANCE LITY O TF+AGT'A' r lsC3x[i7p SI-[ALL BE THE PESPONSIEIlLITY OF THE 12,of1 I KOMEOWNERS ASSOCIATION LLl 112RHC f ..Nlxx�sc e 9 Q � I 7 I �Nxxacec ' N r z N viI - - RECORD DRAWINGSEET 4z 'R n.00 eaucu� ssw-A -rssvnre DATE o7 2015 THESE FW<X=ORAWWOS HAVE BEST PFEPARM a I n2cm — BASET]ON HELD CIBSEF7VATK)k AND SURYEYM ATK)N i _ k Rx]QFLC '\ 1 g2C22! � I LU z 9 Z I B I 4 Dr .` I O 3 w: 1 I V1 Q w ID 00. w O u F- i- Ld � 111WfIX � �y F' SW ROSS ST. I I TRACT'Aq'� I mluscraac O Q O i ——� VJmDE•�F3�1[I I•-nslscsu [� m 1 ssslxus $ M i L' _ Lam. -- SW adl i ruRex Race ' x a.w GENTAL WOODS c o` A z' 3 nxaex nire�rila3s So — —r' LAR. _ N_ I Pr*d - GRAPHIC SCALE COH NESTATES j NO 132•pD3 {IR FEET} AS BUILT 1 Inch - 40 ft. pme lad9 or 23 WATER QUALr YIDETBMONFACUTYDATA 4 LEGEND NO Palm No Poo A4 PaJD OrMiDaY POYD TOTAL DEEINVOY 8 . AREA DFPDI 147uw AREA 1rt7LWI£ }A _ --• PROPOSED SLLewAEx F937 SF 1-4 FT 2138 a• $835 SF 6,906 OF 201 2 00 �� PRLwDSTD COA'ORETE RL7AIMHG WAIL R��g PROPOSED PAVRENT LIFE 607011 OF OUTFALL I ` PROPOSED STORY UhE B 94*AXEMIR URAR 6m OR APPRtl40 L'IXIAE wrFAIL PIPE Ly� PROPOSEDSA1NrARY UW4 uAh4}6LE _ ' TO?OF WA1! �1 } 111 � �+� 7 Eta=196.25 2 ` � PROPOSED WAMRIATE A VALVE � 2 3' 0.5' _ f L7 J-1 r RDPP / GJ 1.5. 9 {607H SIDES] f PROPOSED Y WATER SERNCF CLASSm � �g� #12C279WQ Wo 8-0.cavo}- �P RAP FxlSnrrG CONSMU07 ON NOTES n tt roOUSEa�iwH cfl waoErRaa bf: 14+Sfi.3f I 1 0 1 OUTFALL PRCTECTIQN Ln #I2C279F LL... ARMOR NriE! iJ�.1'-S- - ?; �. LYIYSrRDCr(NITFALL PROTECTIA'4 PER DEFAIL IN75 SNEE7 b ASO K B ' - ,,L _. 612C280C ^CONSMOr"FOOT TALL 9LAar OW-r.7rwiLMr FENCE Anm > ,n — — Sar � #SS12C145 Lf 12,&ATE PEI?cc Dor 74C s u 21- #12C2-1- ) =&E- .7�1 ; a WTALL 5/8'PERYARENr M,A"UEM?WIN UZCK PER 24" 25" S;1TICrrIRAL 1 ` -. - '} DP Y OF T"W DETAI-571 9IfE7 la-IE NOTE?a 91EEr L3, EMERGENCY OVERFLOW WEIRI r I �� —I rI—DR FOR WALL 7 t NSTAL 12-FOOT IMOFOaVOEMAL AWWWIYFErr arr of h.T.s_._._.._ r2' 4 - - -g - - S T"W DEFAR 143 91EEr f7, —T �— — 5 195 #5S12C145 a cTln MVCT5'WE GRAVEL STAIRWAY FROV TEff row OF aver rS 4� pti� FACILITY WALL MAINTENANCE:WIYHIN TRACT p. Ii's SPACED �Y _ _ _ _ _ ''� TO BE BOTH OF DIF POO SEE Alrk4 SY&ET 21- 7 EVENLY a N'U BaTM ELEv. , SHALL BE THE RESPONSIBILITY OF THE 0?•UR. _ ,99 25 s HOMEOWNERS A350CWT10N � 4 ` Y,101=91w TARGT'A'IS S118,lEOT TCr A CfTY OF TKiARD -I-3"(17P.] s.-�I-- ° #120 820 \ �.----- - CQ%5Mvcr s'cAIE MR uA,wrE�wha Actrss PER COS DWc 740 SIIgFAOE.STORMWATEft MANAGEMENT AND 3�aLt rrYP.] -02830 #12C28fi `J SNEEr 21. ACCESS EASEMEf,IS OVER rrs ENTRET'Y am #120284 2 \ 1. CaYC?E?EM 6E 3,ODO P2{28 DAYS LRIAfATE s;RflYGIH, LlNff 01 2'TO �� #120285 #sz8, RECORD DRAWINGS STaRIfNH IFIP FAOIITY PLAkTlNGS 5'AIS r r/2'AmJWS AGt;14EGA TF]- - PER LANOS�IPF N• 2 AIL liewmaNG STEEL ly=Bawo P9. 1 FAL ARLVM DOWAElS FO 6'6ELOW TLP OF WALL. DATE 121OV2= TT-ESE RECORD DRAWINC39 HAVE BEES PEn-ARED SFORYWAU FALUTY 4. &M W WWAu.SVAU BE FOYMEa AOAINSr JvWnW=son. SDLN-02 AND 05 (PUBLIC). PLAN BASED on FELD OBSERVATION ATO SURVEYED INFOWATDN VAW;ERANCE SPALL 9F TTS SCALE: 1"=20'(I1) C a RESAWSSIT rr OF DE Cm: HEAD WALL DETAIL 2 <•BLACK VINYL N.T.S. — CCATEO CHAIN Q -i LINK FENCE # PA FA8LA200 W E LACK VINYL BE 200 200 200 V 111 am L�PiYCMFE fl�� I CDA'110 CHAIN �� /- G�gOI No I LPL C? 1i LINK FENCE I U6 � 0 LOT <'81AfX NkYt COATED 5W 801h AVE. cc W J �. CRAW zw%r FENCE f3R0[1ND /// ❑ Z I _. _ fRFF80AIC1 WS'E=MC55' Q a ~ g PRGPP�D {y 2 a Lu 2S-TR W.S£a 193.51. LIEWCNETF WALL FINISHED_- Q Q p .,. TO-YR WSE.n;93.53' "N.7'TOP9]R [3Fw.oE 1. FINIAOF O Z Z . Dt�A FOOTMM d! (;RADE J � � . 2-1R W.SF.=193.78' iE1RT,4rG PAD,T}P. •V--�� 1J) • 195 195 195 195 77 :'��{•_ AGE=192,.Dd .._ ? .• q / !i•i% �; - PERM.P4bL ELEV-}9i.DR_ \�ti�hti�_��\,<' aorTC�rn r9D.sD '�'f\ti\\'�•: _� srn.i+ao.vD oLrTFALLg�ev ss sa L.E a o o \� //(`�\�/ fir f�/f/j/�/�;-� F •I 'i PERMPOOL m, 5'frN D".EW ELEV=191 00 ° S N � BIO—SWALE SECTION "B—B" Teo �10•`'�` on 190 !� I`•.(• sD � � � � z � � - - f `P+ N.T.S. PELF -ITION 7.5O L.F- ELEV=sg060 m , STM SEW 72'0.34 4PVC 0-30a4 F3 3 3 3 g i FR •0.0206 S-0 SEW INEiTALL CLASS 50:0 AIP1RnY S-0 14.51 L F PA 12'D — 4'I ADr Yarn COATED STM SEw a om Lw Feff S=O.OPAa N o W 4'%ACK On COATED ! LOT 3 � I ORAII war 5 � � `I I 185 185 165 185 W,$1.=155.55' PR7E WGl1, .� . ETEV 25-YR ACSF=19.x54' g / /f\/. 15•... AM TOP-17M 061Y IO-TR ws'c 19,3'57' ;w;CIG OR LFIELLK - e - ;. `d 2-}R KaE=..19325' PAR 7YF. <�/!\//tip//✓/\ `/4f\.� _ ... _... :: J tl nge:I9za7 .-- ............._... W pm Pm Evv. W WIY� so r9D.aD g �� bb[ri1 16D r zmpp�_ mm �yyA ffi 180 sn �3 � a�� 1� m o W' V; N p A o /j� �5 �qy —25 =yzQ y � °�°$ 5 SDLN-02 (PUBLIC) PROFILE ti •� \L/\tib\\ \\ \\ \ ., �e�0 nWJJAg❑ Fj -01 ¢ JJ-O - CORBW ESTATES �] W W a W W 111 1/~j Q Y1 W N iL W W SCALE: (H), 1'-2'(v) GRAPHIC SCALE CONCON DY�E�iV am�iQNLN� N A D " x ft IlI�Q�N N �Q pSNZ i32-W3 IL SIO—SWALE SECTION "A—A" 2+ N.Tr�- (IN FEE1) ASeVILT - s C OPUBLIC) PROFILE 1 "� a za re. suees SCALE- t"=20'(H), 1"=2'(1) 10 of 21 LEGEND 1l PROPOSED 9vEA0ux OY Homrstamp a N k AWK=SIDEWALK BY DEKt1400 a n P • iI y 1 PROPOSED CONCPfTE CIA4S AND WPE7R 4AI 1E-- C 5 sANWrl.mE ------- ��8 9 'Y N 2 .�.._.... fI N A f IN PRQPOSfq RUCXERY S£rANIIWG WAIL O� I+ Lfl z N r _ _ _ 2 ET'8'� wl 5W 81st AVE. PRpP0.4D s7Lrau LNLL'�CIAAWOLf ■ PROPM STORM CA ICN SASH! n o B+P7 0. .. ., 7a' 91rm ]z.ca PROPOSED SWARY Lrf7£&YAMR1£ Z 7 _ - PROPOSED WATEf WE&V&K C 4 --8� - - PROPOSED I'wA LER SERNCf IL 1[r 2 6 2 ? ® I L'JR54RG PAW MNT O i 33Y33 4 PR 7 VPOSM PAtEAI�Rr ] F i• i �' I I ` I 'i tA PROPOSE]L' WWAY g A STREET'S/SDLN-04{PUBLIC] PLAN SCALE: 1"=40'(H) SCALE. 1"-40'(H) ,{' CLASS B'SACKFILL LU HrOH 1'LNN EEE Y 17Y.ti2 CLAS g 9'e'C14ill J LOW POINT ELEV-19&88 rlr"4°tBHT•.1A !'(1 II H1GE[PpINF EiEV. 2fH-77 637 HIUN N'IN7 STA=21+54.51 0 LOW p(ANi STA SO+6968 +V=.rA +--•r1 HIW P91NT ELEY=7031' LOW PDINF ELEY=N72.43 PN STA=11+50 Fri ELE'1 = 19987 LOW POINT CLfV = 14'29 '1836 HLCH POINT SFA • 18+67:0 :OW P{)INI STA 19+92.29 PN STA=21+89 ' A p _ -4 107 LOW POINT SIA 1;3.13 -. PN STA= 18+47 PN STA=20+16 PYIFE�EV•82W-i6 Cl PN ELEY=198.41 PL1 SIA= T.f+OC P PN LEV 202.08 INH A.O.= L32 K = !7':n vh ELEY= 4ynF pN ECEV= T03.fi5 .0.=3.31 1 I 14 K 15-32 n na' '-- 210 AD_a -a9P K t 20 28 210 ❑ A U 5 00 A I x x -30.51 K-33.24 _,_165.00Y YC m Z O1 v^' I- I w; � K=r0 DO - _ 10-00'VC 5( o Q Id O 70.00' VC - rc I4�I I:. � so DD' Yc P rno$ a' x fN o% [30 00•VC•---- _ j n v '� ''�'- 1 FlNISHED + w Y. � Q zld r wI m w w GRAPE 1 265 ml N Y 5 " + R 205 [!1 m F7lIS'IY�iG F7NIStld7 'may' lu Q cc .` �FlOtIIJD CRAPE A �o S;g' w � ❑ Z N 200 1 ` y mR ' _ KE3 W 260 200 .S7 200 > An o a t D3 L p. 1 r Pvc Lo34 Q qm EFC I w o .. -�; - a T44 S♦Wq.D 0112 ', 195 48.ASL.F. 795 395 'L APPROX.DEPTH 00 Z 71,76 L.F. 74,Cwo OF EXISTI195 NG �j ❑ 12,Owo STI)A SryW Ftif[VRE0RAADE VVATERLJNE `J STM SEWCA I n L) 8.0.107 CENTF3uJNE 1 v U} r 1S•D.032 F �' 36.99 LP U a g w •N$ 2'PVC 0_30aA n o N oSTM SEW La v w o 0 0 190 ' 190 190 +ar'I SmD.D175 00 ? .y��i 190 z Oil m ca a ww >y 8 8 m m veNd �ri L w Iw Iw a o 0 185 n" n S�$ ^�vryry ? wva�� 185 191 �nm �� m ? � •��' g�� 185 R a n2p1 � ✓ �� ; � " ryn�Z 7. qq FS mid �Qrn$g e a x raBJ �S ?3z n°Z a� o ¢�'zgC a8p�p�'zz eD "2 N$�■�L9 Lu L° `2 CSW IY�WS{E a�'yW9EW� WILi �WIL lVhWW t4 ❑�+�&bSbe +�..-tY w+�-'iu or+�biv r�i rn�a8��1Z mw.-$��r� a w8v� r�mnl�v� oo car3.-r- olyrm¢r.- 10+00 11+00 12+00 13+00 14+00 18+00 19+00 20+00 21+00 22+00 23+00 STREET'S'/SDLN-04(PUBLIC) PROFILE SW 81st AVE. /SDLN-05 (PUBLIC) PROFILE SCALE: 1'=40'(H), 1'-4•(V) SCALE: s"=q0'(H). 1"=4'(V) v W � PUBLIC CATCH BASIN DATA S70RMl.4T>=R.4Z DATA CONSTR[ICTIpl+1 NATES = s FAC TYPE STATICW TC FLFV 7E W IF WT SfIA°F PL°F LOT at OrS'T.mu Ari-LZ O WP.ET_O IIEPTH C o F R, jw,268L' 29+53.76 47.J3 LF Na. YAH. as '�0' I !�6 70&25 0.0200 1,8•pxUT ) TWCWA CRLE TO TER UAW 9TAPi1 YTAWAL CA Eaf WNeotrA1EALS .9C CB JE'} CG-70 N6SrS RT 2x283 -- 199.18 80769 a TYPMAL wuTE�WaIFPIAN F�A�TTC4AI DlEaREfATILW. RECORD DRAWINGS m SW BrST AfE 70 C90v fD CIS ADO' 3RLY._...19512 T9S82 0=0 3.a' � REYDYF EXI,SaNG POLDER PDC£LY,WraACTpi FU 000(A7WA1'f aIARrA[ (r]C715f. f0+69.58 2250 LF O Cr FRAKK.IDI VTGRES llPGE AND CDYCASr. DATE #W07'2DI5 MESE ESD DRAWNIGS HAVE MEN PFEPAAED SE1 C$4AI C!.-3a 14-DP'RT 79854 -- I94-74 a" f0.Lim BASED ON FIELD 08MWATiON AND SLAIVEYED WFOPMATION smar 0 O EX 577 YAUM TO BE RELOCATED h� STORM SEWER NOTES SD CS 2 pr.TO !4000''. T !98.41 - F94.59 am65 FRED Lr AAISTALL ME*AIk SAaRJCAOF PER 0FY OF W.ARO OETAIE IM � ASL LATERALS ARE 10 BE 4"LYAAWTER,WIN A WN"5T.OPE'OF STREF B TO CAaD •.:/ SM7 E7 $g S ' 002111 AND CF FNE SAYE YAIMAL AS 7W Y,UH SEB LANE LATERAL jr2C266C i9t56-i9 17�LF INSTALL STREET 9ARACGAaE F0 aFr OF DCARD DETAIL 1s$ �f LLP 73 8 CuwWCMWS TO uARl SERER LWE TO BE MADE MIN IIAWACAM SO C8 5A1 �-70 L6-0(I'CT 20.&52 -- 19&98 0.744+ 10. TEES 991T r7 ALL 2'x 4-STAWI SMWC£CONNECJiW uA70fLTt5 70 8E COEW COOM 11=9 17+74.42 TO r CCWTRACMI? YEWY DEPTH OF EXSTAYO 11AW?YARD DUCT AS whV7E 50 CB un OC-30 79.09'RT 29!.20 - 199.00 --- ® NELLSSARY TO AWN PROPOS D STORY DRAW LEAD- Pmpn sW MST AkE GRAPHIC SCALE x�.COftBIN ESTATES SAa091L ROTE:PIPES LPIDEIP PALED 9AFAC£5 REaWE GRAMAA 7D'SMRW OW CEAO?V SE LNSTALLFD MTH NDrAN'S PARK 51NTawspN f�1 CDN FSACTA4 T17 LOCAYE E175TIkc W Lm Sam dEYd'VSWG CCW.iR2f1CD(kf. BADTkl- FAP PKS iYJ=F PAIEAIFNT,NAME SACYFNL IS PL7mm, CWtALT GAS OaWANY TO RELOCATE SSnICE"LU A CONFLCr OCCW 132.013 -8, UKE55 07FIERNT5E NOIER 10TH THE MW DM LEAD. THC■ $ ro1 10'SD LEAD TOO WCB S9r TO DE N5FAULD AND CAPPED WiH N 03WS (IN FEET) AS BUILT TIC CONFRAC I?SNACC RECD LEAFY ME SfY-LWAYM& DEPTH Gr 1111 PARK 9)B&IeGW CATCH NASW SHALL HE POLVED AROMA®AFE. 1 inch = 40 It. Sim € EXSTM L07UPES PRIOR TO C045TRDCTT0N.. m 11 or 21 i 7 so LEGEND GRAPHIC SCALE a s PRLWpSED sDEwa�x BY DFIvELOPER .._. .. x g rsutlaa o ,r ]'BEET A' r1,m - f Ilsslx»+a PROPOSE➢CUWRETE CURB AND GUTTER i �N rl I 1CY1m - - - incF= 'oN ft. w ^ I SAKWTLWE ------ N FEET 88 ~ 1 e T - �-'•-1. - - - - A �- _ _ PRLP0.SW ROYFAr RF7AWNG WALL LX:O Q g i •R]]QBS - - - - - - '[-'- -- - IvssT7p47 f PP+LWASE0 SFaRm w4r R uAnwDGE i t 1nxCi6sC Ruczra PROP=STORY CATOY SASWm Dal a ■ 1 I ,ky PRLWp$EO SARI TART LWE A;MAW OZ 8 5 $ ►1 2 I6 PROPOSED Wh TfRLViE&VAL1EF1 I I PROPOSED I'WATER SERNCE - a i __ CkASFWG PA l£11E77r O .. .. I Li a aslxare PROPOSED PAWMExr I 3 A! I i : PRGIPASED DRILEWAr ti: SW TIPS ST. ' i I .. L R1x1T9F 02 TAT STORM LATERAL DATA w J � LOr 0.5. LVST fRNf INV.Q.Ct N"EL O DEPTH • y� $.y' 10.. u.IL 0.S MH BIAKM PLUG PWG b, 6 FA 3 02A 37.71' 30.0' I9i.79 19149 61.0567 5.0' 4 O.1R 65415' 31.0' ]9160 f95.r2 0.1490_ SA' 5 ow 7.50' 32.5' 194.81 19S46 O.G2a7 4-6' SW GEiVTAL 6 OR7 5x14' 325' 135,To 19575 o.mm 4.6' �'• n ; _ _ _..........•� _ ,- -I a17C+a� 7 0.30 1250• 37.5' 191.84 %9a59 BMW! l3' W&O DR. i I n7acx 2 R 4 ` ----------SSS S. _ _.. .. a M. 20.37' _ ne 19aly 195.27 t& so CNS 26322 9 0.95 7.68' 39.41' W08 495..13 :OA1577�a0' � P SUC CATH BASIN DATA ❑ STREET'A'15L]LN-03 PUBLIC PLAN F C.EV fE IN 1L OUT OPE PIPE L TION TC SLLnSCALE: 1"=40'1;H) CDNSTRIJCTI�IV NO'TE'S F12t286C TAG TYPE STA15+0867 In CE;C1 C('-2 2309'RT 19ADSr __ 190.75 0.;749 1052 HIGH POINT ELEV=200.90 T WATEREM TO DEFLECT DH U STOW DRANACL CAM&ISSN LFAR 5rREFr A !O CSW Lu Z r N PN STA- 10450 LOW PON IT ELEV• 204.02 RICH POINT STA 13+14,96 O rPCAL SEE WA 27M PLAN FOR Al SWAC MWORW DOW /;X280[' 11+75•!7 1591!F = Q PN ELEV=200.08 LOW'PANT STA-11+52.45 a m n SO CS 2AI cD-.2 11101'Er 195.59' -- ;3259 110443 Z F w - PN STA 13+fi0 MNSTRUCT 12 Fr INOE O%MIFRL'LU.DRIKWAY PER CITY OF FrbW 10'C900 LLI A.O 7.13 PN STA= It w 2 PVI ELEV=201.48 2 OETAL 143,SHEET;7. 1777 7=STREET A > LLI K 2813 PM ELEV= 199.93 A.4-. 5.56 a AD._ -5.61 S9 OE 2A2 F&�'RT T9S5D -- l922D 0.0050 Io'4C9p7 Q o 60.00' VC K a 37-,�, N N K-24.96 .3 2WALL MEWALK BARICAD PER C77Y OF TIDARO DETAIL 192. Afx782C STREET A ulv8 I 1 W I O 94E£T r7 FIx17OC rr+52+5 Z N7 ti o �d 140.00'VC IELOO LF 4.11 � 54.00'VC F m 8 m 5 5 SO W m; yj KW LT 200.02 -- 19844 0.0672 Q EN7 � a ry ry w W _a MIAlL_9DEWAEK BARRICADE PER OTr OF WARD DEUR 192. STREET A 10'm 0 ,� LTJ SHEET rz 170 +$ o /12c27Ic rr+5245 ' Li o e . + 5 COfdN'ECr TO FDSTNIC ROLIn DRAW AND M1VSIA,CC 4'PVC 0-3074,m 50 CO 302 x,_70 14.1 RT 20002 -- 196-07 a;O77 la �j Z 0 + allq 2' n $ O LATERAL FOR LOT 2 AT 2.OX WH. NYERT ELEYATNAY AT E71D-191.5@ sIREEr A In ❑ ix Ys _ n $ w MrDi 2 z3'dR5'R,W RAP PhO.A4ERAOE 517E SMT'✓£=4' R DENOTES ACTUAL AREA aUW RN EIEVATIAV A m FINISHED i MSTIN0 rQi n Q. ❑ ' i�7 m m ONCE C3RO13ND °fm' CLASS'B E3ACYCFILL r1 Z ' r I "STA 1B+00 ~ Q Q w fl W PVt ELLV= 19041 Z Z 2UJI p _ '-I,W 0.54% ---- -- AO = 703 ~ ❑ `7 200 K- =+917 LOW POINT ELEV= 18526200 z --100 DO'VC- J I.OH'PCdNT STA- IS+IT 76 LI7 L/1 a Q F PN 31A 16133G9 } { - Pv EI.Ev+ 1849T a A[� 5'71 7� .� X = 876 ." o 124. L.F 7 WC❑-3034 E SEW Sap-0059 �. m 54101j,VI; d5.2SLF. LF 72PVC0.303447�9'� 2•PVC❑ STM E:Ew s-4.@401 _ 122.44 LF, T FCTil3H8 C3FVi0E $ $ S'1TY1 SE1N 41 $Cgoo.27 L.F. :- CF�ERLLNE Y. 5-0.4488 2'PVC 0-805S-O.t7o8p �- =° _, '• �, S7'1'A SEWp' _. - m Z d g W F%[6'TRHC3 .-• QASI.YVE -- CLASS'6'SAC IRLL287- 70 LF. 12 51.6$L F ` PVC D-3034 STIO STPA SEW S-0 183 $-0.0314 co 180 STM Ss n S.0.0152 Z ... N y -CLASS 8'9ACK'FlLL tm tm _ a FF Z >� 'g� ❑ � STORM SEWER NOTES ro ry 31 y m c S3ti ti ALL LATERALS ARE ro 8E 4'DIAMETER,NTHA LfNlIFYVu SLOPE OF n S F I' a u o !ti ; m m'of N a s m Ro201>:AND OF 111E SWE AIATERW AS TK MAIN SE ER URC LATERAL 170 '�rl ni w m m a m * n 170 ¢ w3wR � Wz �_ � -WQ � : zvw� s kyr CnHHEDDaIs TO MAW sE1sER uHE TO BE LIADE■tH MAUCO AC4/RED o r n p p w_ a g z TEES a+0 Y Rag +w R g" =N �A �� a+f❑a Cp 1� ap�pW'F79m L�_urN N� @�a�'✓I Q°'d!�€ r^ ACL 2'x 4•S7LITN$ER6ff£CC61WEC1TLR uARKERS ra✓iF L14 CCY]fD w �i n �L iI i�� n 'i � [gl m [3 �w ,--5 I 77 ,WWW&'91 W =Q�8 zzz❑ xa� Z2 xa"S"z2o =Q zo ra �z❑ r a$ yy 8- ¢S$ ¢� z �¢ &+- NIttTE EI-u �wwWW ��i�iV___ m J__ �� h �___ ZIA ;-L3 waw-P yy. Lf-❑ ❑ gx x tGp w_W111 Y1 $ IL tli 1L �r�Ww 2N6www O W_w_WW �gw�1W �pCWW_W_ �fA W_W_ y p W�j�'y� C9RLIIH ESTATES ❑ N+C+ biv br iv a F bbEr iv ++ tv iv iv ❑ +2 ❑ +btu�4 ❑❑¢�i3 O+�bBnl tuO pp ++�c1 F4 ❑ +�Tv 2u ❑ +giv tv O+�bbb h No. R BAOITRIL NOTE PIPES WIDER FAWD SURFACES REQM ORAN" l6 Nom¢---- ca rriv¢��r� �n�Q�� 0 FzQr o1 IANmL� Wi$5&01z_i -m N�R HH of ria�� N�_a¢� 6#a; tt.- z. RAiYFNL FM RP£5 OUTSDE PA5E1974T.HAPW PAC*-?LL 15 PEFW=,, 1 O+DO 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 � 132-003 - WM.ESS OMERNISE Norm. � I I T- IW CONTRACTOR SHALL TIELD LEAFY THE SIZE,LOCATa& WNOF STREET-A'1 SDLN-01 /SDLN-03 (PUBLIC) PROFILE '� ns 9ufLT S E)OSTNM uTWDES PRxR TO WNTSTRUCTIAN. -• feel SCALE: 1'-40'(li), 1'-4'[V} 12of 21 LEGEND sAxwr ung 5 `I 55 MN 8 en I y PROPM STOW!AE s MAMYOCE ------- SS _---___ 4 7v I c 97 iR`3�ng 1 Y PROPa'10 SANITARY ZWE d MAYHOU � 6 I Alff i R111-2LU36' 8 [1 STREET-'B' �--� xar=�sa.az' N E w IN-Nisi' .r ss+xa Rw- PROPOSED WAre�M a VALVE "s -zw.7z'"g —— 3 — - C 7 23!E M N=(8&96' _ N IF OUT s=19236' C !E WI 5=i9G72' t] •~^. '- - .- - N OUT N=!8892' N PROPASEO I'WATER SERVICE a 7 SW 81st AVEC a -1�._ �;`_. __...-------' - — ._ '• - - - -- - - - •'" - -• PROPO_VID ARE HIMRANT a W '.� # V I .a'•.. , x.,m Lz fL' a i I � 3 1> 1. f s f 1 --4 0 FI u p 1 WATERLINE CONSTRUCTION NOTES S I ! 1 INSTALL FIRE HYDRANT ASSEMBLY,ST STA W+l47a 17.0'RL y I i 9 { W 7 O{STREEF 6}SEC CITY OF IWAD OCTA%542,SMEET Ta 3 - ! INSTALL I-DMESTIC WATER SCRWC£(TM,. •, 1 f I I I •I 7 SEE CTY OF MARD U lAk 520,SHEET la SSLN—B{PUBLIC) PLAN SW 8l S#AVE. [PUBLIC) PLAN Qvsnv s SiolILl F SEE CITYQ'7"WDErA¢$7Q s1ET SCALE: 1"=40' (H) SCALE: 1"=40'{H] {�RELOCATE ExISTTNC WATER METER TO PLANIER STRIP CONTRACTOR TO COOROWATE. _ ODEFLECT WATER LAZE UiM)ER CA rN&ASW LEND AND 107 TO STORM SENER LATERAL SEE OEIA%563,SHEET 16 ®GATE VALVE(TTP,}SEC a7A%503,SHEET Ta INSTALL C FVC SANITARY LATERAL.FOR Ca MEC7M TO E)VSTBIC. SANNFARY W SEE DETAk 590,91ST 7i. RELOCA IF 00SIWG WA RR METER W PLAMTFR STRIP,LRT 2 $ DOMESTIC WATER SEANCE TO BE R9?OU EB TO SOUTH SIDE OF 2 PN fl-EV= 198.41 .. a.!' USTIRC OMWWAY•CCNRSLCTOQ TO C00RCWATE FWAL LOCAnOM, N A.D. = 4.57 ,. '.',r] 1 I K= 15.32 m I I v 60 1 70.00VC ! In n � - ° CLASS le", CKF]LL •. YM� C. 205 n m wg 205 SANf7ARY SEWER LATERAL DATA � E7CIS71NG LOT D.S IXSi.FROM WV.EL 0 M1Vv,0.. O DEPTH O Q FINISHECD la "J1V N0. M-H- 0.5.MN LFIYGIH MAN117IE PLUC SLL1°F PLUG mGROUND - Gi4y1AE t I _ n`f� 1 y$397 17-22' 41.5' iii-77 i5K.77 00487 7-D' J l 2QQ s 7 lmr-• 200 7 T 46.85' 29.r i9R29 TSU-32 RD0317. 70' Z 66 r0 Of 9Ra7' 4QP' K9(E93 19I-79 ROTOO 7.O' Q 0 w I =rl CC w O IZ m Z f7 195 , 195 _j Q Q O J C) 5 5B• V1 i!E d u -WATERLFIL INE 76.95 L F. CL 52 74.97 L.F. g pVC 0.3x34 rvrv�� rvrv�� 190 SEW 5 9.00.54 SCM SEW 5.9-0073 190 75 lS tb N ~A 185 �v�im¢ w^n � m f°�i nim 185 c ofr�m n rfN� N �(�pp�pm�Ifl ltlW �(//at�gWW yQr+�Q IA��mi,m�v 1A �¢mm 'w NFE 10+00 11+00 12+00 SSLN-B (PUBLIC) PRCEILE a SCALE: 1"=40' (H). 1"=6' (V) o W z � RECORD DRAWINGS DATE 121WLZW THESE RECORD DRAWINGS HAVE BEEN PREPARED SMUARY SEWER NOTES BASED ON FIELD 08SERVATION AND SLIftVEYE]ll% R ATQN ALL LATERALS ARE 10 8E 9•arAMCKER•VICH A MNWUM SIOPE Or 0.0200,AND OF SAME MATERIAL AS THE MAN SE9EB LINE LATERAL c � CIJONS TO MAW$ENE%LAT TO 8E MADE 07H MANOFACTIM 7 %- f L i M ALL 2'x S'SANITARY SERNCE CVINNECRON MARKERS TO BE CA'.OR mku maw BAGKFKt NOTE.' LIRAI'4 IIC SCFi-L CORRIN ESTATES PIPES UNDER PAWi)WA=REOW Q2ANULAR BAM4L FAR PIPES r- WTSVE PAVEMENT.NATIVE BAGOU IS PERADTTEO,TWtm OTHERN X t i?C43 NOTED. Type [ IN FEE! } AS BUILT TK CLWTRACTOR 91ALL FIELD VSWY DTE SZLOCATILW 8 DEP&OF 1 m[h 40 11. EIVSFNC UmillEs PRIOR 10 CCRSTR+Ioflay. Shed 13 or 21 LEGEND ------- rueec 7 -1 r I• ,n1, B D SAWXT Lm ySyy PFG`C T➢ST"LM A WAKVLC • Q�I . _ - - - mexe 'r PROP=SWIARY UTNE k MAHME 8'o cn REET'A` N/� r - - 'R I n=69 r1iG71 - PRLWOSED WATEREM A VASE •1 } I rsslzausa PROPI'WARY SERWX i - - - - - - -- A65unu - am L] AL:C2� & PRLI°OSED FIRE RYAPA11r ❑ I i 2 ,j �'\ nz�ra o cam , x B i 5 4 n IW o 4 WI SAARY SEWER LAAMIL DATA z pal+=x: ,�i *I t— — ...... .u[oox NA L.N. AS MN tENGTN uANa-TRE VPtuc '�' �Rvc D a Lr 3 _Aa 6dIW AO.V' M03 191.37 90835 7.0' N W W='9232' .. IE OUT 5=192.38 I w - � -� � � I� yL,j 4 M Bd.IY 418' 18385 397-87 10.Q771: 7.0' � ,a assxcAx I Ito ] 5 A5 R07' a4' 19927 192.84 tf sur j 7.9' -p� -8 A4 45.82' 29.1Y 18343 1A3-D7 0.12W� 7-0' !" rr I _ •.ucx79Avq 9 A4 RDS' 2dl• r5d 79 19268 81387 7--°' "c,•, b} `f' SW ROSS ST. W ` -� I I '9r]C2,9F 1a. r LN!A .;¢ � 2 TRACT'N WCY❑Ef FAC 1 lssxsrJ.6 �\ f'r/ Lti1k .{ I � E7f SS l61 G �• I - - r lAUAa - - - --- - - MIX SW GENIAL +tmw xaeL WdODS❑R. ;+ I 55LN-A(PUBLIC) PLAN RECORD DRAWINGS SCAi-F: 1'..44'(H) DATE 1814112014 THEM FECORD PRAHRM HAVE BEEN PFIEPAR ) B43M ON FOLD 0939WAT10N ANP SURVEYED ff;0 AAT10N W H Q FINISt,Ed EJ(I$IING Lu _ LL WATE4L INE CONS7RUC770N NOTES GFwn� ruN❑ Y /•1 CaVECT To E75 m r WATERLMIE U NVC 8"18•rAppm ' I o ❑ �J SEF sczW A a-CATE VALV£(YAFr L"V%,502t a"N I z OC E#5 OF 7EVC XuiFf$.eVE TO 8E 4E19ffIFR PRkX7 T4 CLW51FtfICTflM.Sr STA T9+90.DJ,873'RT,(SW 815i AYE] 200 .. -- .-.�� 200 ti1 G O CATE VALW(RRP. DETAR 50.1 9EET ld _ I Z ~ w cr OWSTALL 8'-45'EH71p W/RESr1P.IM7r.R7Wi, Q ¢ W O 57 SFA#+9884.5.5T R7(SiRFEf A} 8' II WATERLINE❑L.52 I Z ~ Z Z SEE Corr OF rTSARD DETAH 554 SHEET id J WSTAIL 8--45'SENO W/RESIRAWT.1.1101, r ty/1 CIU ST SrA 13+50.57,Syr Lr[STREET•A]. -- $EE drY OF OCARD 027AL SSD,9VEEF fd FUTURE ORAX W5FALL 8'-45.MID W/RE5TRAVT 4W F. -- CEMTEFL]NE ST SFA$4,19.144 16.55'LT[STREET A]. SEE CITY OF OCvARO PETAL 554 SH'EF rd 190 8' o5as4 e'lrVC -- --� --.. 190 $ ' STM 5 .4.00g� P-30.,4 162.38 LF NSFAfL 5/$-dlRlGA17017 METER WINAPPR64ED EU4CILFl0W STA4 SEw e'PVC SEF - .. 6 ASSCIaY- =DF W"D£TAL 571.9lEFT IA S=9.0087 8EW 5=O.p°,eg - EMSTING OWSTAL r MOMYF-SEE CITY OF M40 XTAk 5ra WSTALL r'OWSIIC WAFER SERVICE(FYP.)- °.�93 .-,;�� - ; g L •• ®SEE CITY CF ROARD DETAH 524 SW SId C - C 0 L a L z a QCORE DrdV.L AND 08001 EA75TWC MAV OLL FOR NEW PL'E COAX(IM RECk WWEL AS W CESSARY. !`F. 8, x j l �7 180 =° 190 er{. ....— -..... CLASS'8.6ACKFILL w � 170rd¢m�n�m� �¢� �_� �[ na��masr m¢ �nn� 170 SMITARYSEWER NOTES °m6 Wq lig A A � (0 Put OtNy Ty {{{QqqqC a mN��^�` ��2N��SA^ ry y7 i[.i0�2Z� Tt+'A i0 A Vv';R ¢ SAE. `c�_SJ• � n � ALL LATERALS ARE W BE 4"A41MEAR,NTH A LCAm"SEWC W O. d P ❑ �$ ��❑ d w ffi � 2 c AMD OF RE SAME MATERIAL AS THE MAV SEVER LRE LATERAL �gm$�mwm �Fa www �¢+ w_w v wu1 F�� `�'a$�Z"-1 C%*CALW5 TO MARY SEVER Lref TO 8E MADE NNH WANWACri1RSD r�I'il n 1°TI a 60.b N n tE-v iv Ea ALL 2x 4'SAMFARY 5ER4{[i CpYCffiN YARA7 RS TO BE CD LA CDDED 10+00 11+00 12+00 13+00 14+90 15+00 16+00 17+00 18+00 19+00 € ^' " CAEF7+ Ero)<a RACXF L LlOTE, SSLN-A(PUBLIC) PROFILE GRAPHIC SCALE CORRIN 151ATE5 RPCS LMER PAVED 99?FA(ZF5 REWIRE GRAWJLAi DACKF L. FVR PAva SCALE- 1'-40'(H), 1"=4' 4. V9. p1MW PAVEWHY..NAM B,ACKRU 1S PBWr?M.LI ESS OTHERMSE 132•CO3 �� YYPQ THE CAMIRACTOR-W U FRO VER7Y THE A7.LOCAnOV A LEPTH OF [IN FEES) A.5 Dil1LY EA75EW0 Ut>i.FRE5 PFM 10 CONYMCTION 1 inch . 40 ft. i7K2[ 14 of 21 v p� i-:5 -F IMF! ' I I ? 81 I Bl ti NOTE: MOUNT SIGN AT g Y 45 DEGREE ANGLE TO F1 a CURB LINE h k —— —— —— w �I w y,. 1Z IN 'HO PARKING SIGN'AS DESIGNATED BY PLAN ` a AWCAM ~Fj «.w —— — - i• STOP'BAR- SHALL BE 120 mp MITE THERMOPLASTIC PAVEMENT k MARKING MATERIAL LOCATE STOP BARS f0•BACK OF THE n ¢ i I I 2 I-R 5 5 EXTENDED FOG LINE, EDGE OF PAV6AENT,OR CURB FACE.VERIFY � ZONE f �} ' I 7 I S Fi 7 S I I SIGHT DISTANCE. I '•' o Lid A s L q TALL PER TYPICAL SIGN TALLATION.SHT 1B. �1 - �EEPW g ri.m 4 NISHED MADE SIDEWALK t A 4 s s 44 I 4 EL I� I s Li; a 1 z z 1J I Q Q w SW ROSS ST. k s a. n Z w o z a. SW 0ENTAL WOODS ROAD 8 3 I 2 3 3 r a —N— RECORD DRAWINGS GRAPHIC SCALE N.C6R9ENESTATES 12 732-M DATE 12J07f2015 THESE FE00RD DRAWM4 S HAVE BEEN PREPARED {IN FEET rm° BASED ON FIEl D OBSERVATION AND SUWEYED W-0RMATION I Inch a Q ft, %M BUILT 77 — 15 c1 21 o d v PERMANENT SIGNING LEGEND Lor 1='-s r-lR•-+ r 1r-� � FJ w rr STREET A t. SW 81ST AVE —tf STREET B Nd mc'wA-z' P SM R SUE➢ I 2 SIOfU ❑ � d0"%SO' a �]�} ////-,^,^ 516!1 U $I�U SSI�, .1-EACH .0 PW TO BE \ gamWIN I 9En FUME 1-EACH 4rZ,�� x7'f4% � Au LEUERS oOE SAD, LH A*-III r :i,F3{Cn1E aA.a MENEPALSfGHrrl(f 11QTES APnW TMF�Dx AFa•i11E1aF7++�HrB PNSIIrtEr+xfrt 1)Cop=cor&W Sup*and i X;jff 4as,and is m5ponoble fbf sfak6gsyh k>pUms and obWMbr WOY ,fF.Ixl v Tlw awr.rerW.a arwa uml arw+►src1°'m'•"me��.ncwrrw�pe Ra78Iea AYBfakad algw 7ocaEiaws.s�ns.4r9ff As xx�[edpsrlyplpilsgn hcatrxf ass shown av pJarAx n..r cw Z pM'-" M,IIrM N�wtlfAe` 811%A1P rSbd�� F�� .c-� 2] .{�] Assi9rJnps7mNmnformlodrsManua�m+Ilndam7}affieCmhn7Da,xnsendfheCbemfy+aPamlecreM fee nrr..ra wr-I.w w.r.r,nwPn Mew me�w eta.. I1efl /'� U irAla...d -err Sm Rr+aoawf f>FWp eAtles sSPdr KJJ z 4)Posf-AmYd QF2p x 2w x fO 0 T~ff12gage perlOraledpasfsw j� [ ANYEIAIE ANrIACE ANYIu@ NEAfrp ICRFrD 2 sr?pmed egwaknl$hOba r,sed.SAD MmGhabM aWrAfNWO sign+reeeiuin he,phf 099 deme Parr roa ww�.rr s.l�. ,usc..euee 6nm..• s6mrr L c4wnFR eortree O kng7h-Spn Pods andandpaa shall be fnsteAddper 7yprraf Sign fn6faU8Lon Aelet7'AD OA'Ief typeWposl v.r:.rel.. .w R�aF..eue.e aatAwrfo.r�rew.rvm� �® ® ® ® L ¢ 0 «•muar.d..t.a•.e,arca�ae.c.mret'au.c. Z_ �y F [C 9Tak be used uMass pA7rapprc 1'al d ft rnmty Traffic Bonaer a olAevred. re.aw af.ewa.s..neeR.a wwe.sraw xnr.awaw e.�..r,.Nnr. irn.+ r-.p�rRrru �...wra.n.r+r ir..wr�w,¢ 6]s1g qq ffafarw T Ab PwhN S&:m Covaly Sldndard l2'x f8•Brlh 12'x I''MWAWAY •,,,,1 W d A)ANArmum reZmApawlylevefs shale mMf MUTCP lah2a 2A-3 SW Ta]or's< rr } nal.r++.eb ZQAE Ada,:Y1B�ew aw0H9 era rrsed,syns al bollf endsollhn zano shaVhava V1 z O 8 ANivnml 9weag 4"shall baASTM pI PfCrmtr „L gean.ms's'e�ma aawa�.Ny re sn•s.�:�ww.nnoa.yane'aEr Z shale be u2i )FAoC rresreN ye7o'rr�graen used by scmaf rehrad signs sw 96� A•�s � �"iA'Q41t wares wnNasnsvrxa.iworao.Try begin mlhe appropnsfa dtiecfion with double arrowx fn Q (� q qu.lecwl�r alW0 PARKWC's*s ere to W45'fo roadstay.45'Msckais Ave amgolBD,� 'T' xomre*.eww 3w Taylor St ela.mwr.xi.e.rw gwmEn,fllf4ianfnmWrf+P.4 md.v a- whon mawlfed bokw anoiw,R*O. PERMANENT SrGMIN�FL"C.�E.O rr T £JA'F4 NIIpF uer+W — ,b saeaeu SW 9081 Ave A,u.Prgs.wles o � Remo're Fxbu+g Syr+fN7y.�p..�.ty I s,mF'wP.F�o-.w.11e.s S' sr S ,�,Renfc:e EiaMy 3v�+iNlAnd f+R Yam<brcm5fY4YeePaAlaenreWls "` Op rilFrwwenralNan r.EW�wnx r.ee.esl.AFFd o' o m MuewrnwswPY) so rIr+AN.leu Sw Taylor Sl -.'T ••"OEarw Ftsnrw.. c N.— a x 1 Imm L��. rnrlml'New egnfN'y Ch IWW(NI Sy+se¢pwl s sw 90� Ave r sPEen F'7p-EED SPEED Ro—a a sire EMAa S%,N) s .zfcrsw.fcv..v s .r eb,ra. �f T LIMIT x° 3 w SiFn9rX=: �- 135 L 35 r M rlelna.w Sea E>tilp Wn(N)AM Y 4 whew [� c n 2 } M SO+�pP+a AIehYA,AN Pm�Efp 3$n fAlyAndSWyRT 51f]B /�HWuer+ aprsdFn[rp d� Speed S�fl.%24'x90•p11 OJL-fe?hi*dsrWW YNlMbd nx des V 0r d,.r e/d nwfe�l Eaq�a17•[Mon New flAJ sgn Sa9m'r rnr sa•xnra• �� GROWr ° 3g'x38'rm IXalN.!'af widada'kf ltlad6 a.hwEF Esg sdT^fE+7A�[W Bpn SiPyort F Iq t Tfle wwd%wf7 Shap only be madon speed sigm wtLmEiTy Pu, ,mib and fvraff sdrod speadm m Yq,aa!/ePE8V"A R"-w M Mr Awvon �r n�aLaWmft.MAW x'"A°r � I ` SoWTCOR2.18WOR2-irbrSWdNak.. a �* Msen&vA- TYPICAL SlGNIAI.4TAd.LATffJN � 1ff IrfiET>:SECLCN F a weenas:s•Pannraew[q.r*ei..rwl'are.l � �a �' { � � � SA..^qW Aab SNafNex 9Nel L'MeP � ! d TYPlGtL 5fGN LOCATIOlA4 ! SE SL•3dNkas 9feel CJrlp au SLeFPlbM MS FW n WASHINGTON OOINY'17 WASHINGTON AwrvAQCp Un WASHINGTpN COUNTY DERAAf11en,OF LANA 119E 6 PERMANENT SIGNING LEGEND DeRARrBeIProF IA,w usF° STREET NAME SIGNS °EPFRTMEW� LAFM VR N NO PARKING AND SPEED SIGNS TPAM.1 WAnOH 1 5FDRThnE TNWSPDRTATEON E]IWACU NG SELTfIX! ErC1r rR SECEfa. ENGJrff PRG SELT*OH PLOT SiAHP:W/13/14 a w RB11E ERECr3 VA": WASH.OO� PWCsrAlw:0.817/11 557P KEUNE E1'Famve w'1� WASM O0.s I FLurstA 05117T14 MP MILNE EEFECIIVE DATE: WART-CO. 3/13/14 6510 �;�rinec 3113114 6511 l 3/13/14 6512 CAD:651DA� ---�... .. E MR91N E5TAT65 RECORD DRAWINGS ft232-M TV DATE W07 THESE RE-COAD DRAWINGS HAVE BEEN PPRE13ARED A BUILY 6ASS ON FE3-0 OB9ERVATlON AND Sl1R+fE1'ED PFQRAIATKN'! sfFelE 16 of 21 m STOP SIGN LOCATION ORAfNAGf BLOCKWT (INSTALL 4"PVC SLEEVE UNTIL CROS5WALX 12 CURB SEE STO r 3"1.9.SCHEDULE i0 ,, PERMANENT SIGN INSTALLATI�!] STRIPING #9 0 DETAIL N0.iib 5• IN.—•—r� SEE NOTE 5 Rnn• 1^ -g" PIPE(ABS DR PVC) PC/PT MATCEXISTH NG TH&GRADE - m PIPE W/COUPLING HATCH H1QTH&GRADE a m 1"BATTER T SIDEWALK B A R UNE - ROAD 1"B 1'R _ CURBSIDE SFE NOTE 3 .. '�'. 12" 3-I F+� T�• ` VARVES • -2"OF 3/i"-O'6A5ERDG( � •' • � [D� TTPDIE MAIL ••-N; COMPACTED„SUHCRADE BASE CWR5EJ•:•• 3r1`•. SEE 0 SIDEWALK ADJACENT TO CURB COMPACTED SUBGRADE LANDSCAPE HOTS 3 LANDS CAPE 't• �' STNBP SEE NOTE 2 57FQP Iyi1 777 O O ® 61 5, EXPANSION Rale PLANTER- 5•MIN-— ROW J JOINT(iYP) A ag a o a �� STrt� 6' t. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.SI,AFTER 26 BAYS. � ¢ PC/PT 2. EXPANSION JOINTS: I.j q�m III s0•MIN c A TO BE AT EPROOVIDACH HT OF TANGENCY OF THE CURB. ---__- U+# I-!-0' 2)AT EACH CPA JOINT. RAW TEXTURE C1 H COMPACTED�1$GRADEJ BASER OCIC 3]AT EACH SIDE OF RLET STRUCTURES. PATIFIN DETAIL PLAN VIEW 3/4" OF CURB M'0'x ❑ 2 w i]AT EACH FALU DRIVEWAYS. PROJECTED EOP W V N x y � 5]A7 LOCATIONS NECE'S'SARY TO UNIT SPACING TO 45 FEET, U W Q�• ti e SIDEWALK AWAY FROM CURB �� B. MATERIAL 70 BE PRE-MOLDED,ASPHALT IMPREGNATED.NONEXTRI1DiNG, STREET 1. CCYcCRETE SHALL BE 3000 P.S.I.AFTER 28 DAYS. WTTH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTRE CROSS SECTION OF DCF]CRETE 4• 6• _ -`v �' d q 2- FEET LONG UNLESS OTHERMSE SpCCIAEO. S. COk1RACO0N JOINTS: 3. EXPMFSIOH JORNTS&CONTRACTOR JOINTS SHALL BE 1/2"PREMIXDED ASPHALT R SPAONG TO BE NOT MORE THAN 15 FEET. T2•ice_ FLUSH PANELS TG BE S F IMPREGNATED MATERIA.OR EQUAL EXTEND1140 FROM SUBRADE Y0 FINISH GRADE AND B. THE T JOINT SHALL BE AT LEAST 1-1/2 INCHES, oo.OFo PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT 4- BASE ROCK 2"-D'OR 3/4'-O`,958 COMPACnON. BASE ROM SHALL BE TO 2"OF AGGREGATE SPACING NOT TO EXCEED 45 FEET. SUBCRADE OF STREETS CTURE OR a IN DEPTH,WHICHEVER 15 GREATER. 4"P.C.CONCRETE •'" Soo��e�a$°p SECTI I ASA I3/4`-0`] COMPACTED i, FOR SIDEWALK ADJAGENT TD THE CURB AND POURED AT THE SAME LIME AS THE CURB, S. DRAINAGE BLOCKODT- 3"DIAMETER PIPE •a�n'°�a� THE JOINT BETWEEN THETA SHALL BE A TROWELED JOINT WITH A MIN.1/2`RADLI& 2"3/i"-O"MGG.BASEROCK Nom A. 3"I0.PIPE WTH COUPLING- S. SRaEWALI[SHALL HAVE A MINIMUM THICKNESS OF 8 INONES IF MOUNTABLE CURB IS USED S. OR AIHAGE 4CCEG5 THROUGH EXISTING CURDS SHALL BE LORE DRILLED OR CURB OR IF SIDEWALX IS INTENDED AS PORTION OF DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18"£Atli SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. N0� $ECTICIN A--A I. CONCRETE COMIPRE59VE STRENGTH SHALL BE A MlNUANUM OF 3000 PS!AFTER ZB OAY:i A IF THICKNESS OF 4 INCHES. C- DRAINAGE ACCE55 TNROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.IN 26 DAYS. 2. CURB JOINT SHAILA,BE TRONFIED NTH A MIN 1/2"RADIUS ALONG BACK OF CURB- 6, BRAIN BLOCJKOUT5 IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK MIH 3"DIAMETER AND A MAUMUM OF 3.0'FROM PROPERTY LINES- 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4"DEEP ANC RAMP PANELS SHALL BE BE SCKDLM.E 40 OW(ABS OR PVC)PIPE AT 2%SLOPE CONTRACTION JONT TO BE PLACED EDCEll ON 4 SIDES, 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED OVER PIPE, n. FOR SUBDI�ASIDVS AN"5"FOR SANITARY AND A'D'FOR 5FORN DRAIN SHALL 3, EXPANSION JOINTS SHALL BE 1/2"ASPHALT IMPREGNATED MATERIAL OR EQUAL. MATERIAL OR EQUAL EXTENDING FROM SUBCRADE TO FINISH GRADE- BE STAMPED ON THE TOP OF THB tl1R8 ABOVE THE LATERAL 4- SURFACE SHALL HAVE A MEDIUM BROOM FINISH VIETH TROWLED EDGES UN ALL SIDES.. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND 1ROWELIED ON ALL FOUR WE5 & COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER- 6, SEE STD DETAIL NO. 146 r..�n Ho u'AVL cwifcnm '��r" •'�'" r YmaeaN 1■NMFA A ROM PL CONCRETE W0.Ala ME] PW ma Ro. .yam b.Alo,. WHEELCHAIR 1fAMP ma�o. �,��.mom« 5'fANDARD WINfWAY SIDEWALK ■ ¢ CURD & GUTFERm..�'�� +ne mer:m� y1'Ls ANBARD CURHER 1'ST iinwowm:� ,rwr sw. w/LANpSCAPE STifIPS 1,4�r °w.ae ev.aul.�a. ae :+..�` Q RECORD DRAWINGS DATE MfO7j THEM REMV DRAwrJ[se HAVE REM PFEPAWD V � w D BASH)ON FIELD CBSERVATK]N AND SURVEYED rFORMAWN MJ! a o Q m 2 &4�li,T S2• D a F W1tj 4 HI EMISTIHG DRIVEWAY- IMXNOl r41G1 WiID°I'R• ... yMj N _ MATCH 07M A GRADE i. 4�PP 20`1" T ,o Q BAfE Yn1WlL TTP. ` '5 Lllh. g E3 L R/YI LkNE SEE NOTE 3 __`__i--- GROU T { a c $ g g 6' 2" I 3 I 8 j1 $�E NOTE 4 I 7 SIDEWRLK _ } �� Q { � ± ' iEq y SEE POST p 8 SUPPORT DETAIL � SEE g LAHpSOAPE NOTE 3 �LAHp5CAPE a STR� Ilk SEE NOTE 2 STRIP I I ; U •3 A [ O 1. MATERIALS; o a �••� 30'MAX Ig B 0 0 X 2"X 63",12 GA.GALV•PERFORATED STEEL A. f 6 Id MIN B� MONUMENT CASE do COVER '.Sl �� POST. 8 2 1/2"X 2 1/2'X TB",12 CA.GALV.PERFORATED PL►Fl R!w pl� �g &q GROUND 3' O STEEL STIFFNER POST_ 8" L= X A 2 1/4"X 2 1/4"X 36',12 CA,GALV-PERFORATED s 3/4" PROJECTED TOP MAX Q STEEL ANCHOR, OF CURB +ry a"MIN 1. MONUMENT BOXES TO BE CAST IRON OR f s" ALLOY SUITABLE FOR HEAVEY TRAFFIC 3/8"X 3 1/2", R 5,Aa'C HEX HEAD BOLT KITH STREET LOADING f103S OR 1033 SUPPLIED BY: °U °F ' a, D LOCK WASHER,LV NIZED CORNER BOLT. p Hr 7/Cfi"%5`, ,GALVANIZED CARRIAGE PER FLAT AND � EO LOCK WASHER.2 BOLTS PER RAIL PER POST. c n EAST JORDAN IRON WORKS,INC, 0 0� SEE NOTE NO 4 P13127 STATE AVE n ( ] Fn O 2"X UR CROSSRAILS NTH REFLECTDR12E0 REU Mk $` MARYSVILLE WA 98271 ' J WHITE CROSS PAILS. 2"OF AGGREGATE (360)851-6144 a gCT10H A—A (3/4`-O"} COMPACTED SALES REP: (503)36+-7925 2, SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEMCES v FOR STREETS AND HIGHWAYS AHO THE OREGON 0r 10L Aeorlm O SUPPLEMENT- 2. ALTERNATIVE TYPES MUST RE APPROVED BY THE CITY ENGINEERING DEPARTMENT. I 0 3F-1 BARRICADES SIVE STRENGTH SHALL BE A MRNUMUM OF 3000 PSI AFTER 2a DAYS- 3- APPROVED FOR AL STREET CLASSYFICATTCHS, eC-B BARRICADE DESIGN 1• CONCRETE COMPRESSIVE FIDBT>■�T'BETII� ALL MATERIALS AND WORKMANSHIP SHALL BE IN 5C-9 BARRICADE APPLICATION a 2, CURB JOINT SHALL BE TROWELED WITH A MIN 1MONUMENT TO BE NO DEEPER THAN G"BELOW OTE:/2"RADIUS ALONG BACK OF CURB, 4. Nd s FINISH GRADE. N SIJRFAGNG OF PAVER AREAS SHALL COMPLY WITH STREET CUT 5TAHQARD DRAWING. 3- l ACCORDANCE WITH THE CURRENT STATE OF OREGON 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED 2, UNTS TO BE TACK AND SANDED, CONSTRUCTION MATERIAL OF EAUAL EXTENDING FROM 5UBGRADE TO FINISH GRADE 3, SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. BARRICADE D SPECIFICATIONS FOR HIGHWAY CONSTRUCTION �. BARRICADE FOR 5[DEWALI[IS SIMILAR, 6. DEFORMED#3 REBAR AT 12"EACH WAY.PLACE 3"CLEAR OF AGGREGATE.TRE ALL BARS. P''0 FOR CCMMERCIAL 01FIVEWAYS ONLY) wrP.. Io u nc Ho Z CORBIN ESTATES COYIIERCIAL o,a wa � 1 'IiDNUAlEIiT mwaallarn ou+Par TRENCH ora xa P.aIISDRRTEWAY 143 " �' NFMYIY OONI 90x1cm w am �:C� eAII�IVADE �'�` w>tE%,fM GrVrP1l1LL 1$O �rceinpwm� .+AMM1[!Ro1� �9� AS BUILT 17 Dr 21 >a I7 ouTsmE of rATlOn SIDEWALK ADJACENT TO CURB � $ �a PAVEMENT PAVEMENT PUE IZ BREAK FLANGE DEWALK SIDEWALK '! 1 IN 78"CAST IRON 4t O IAN _6"�ANx, VALVE BOX TCff a 16"CAST IRON YID 6O% 30•{AIN SERVICE LINE DEPTH 12"x2D'ROTOCAST PETER BOX. Z PROVIDE 2i"BY _ W�52'x20"COVER W/iWCN i 1/2 `a"DRAIN RO a'THICK CONO7BTE READ HOLE 0 Egl1AL PAD(SEE NOTE 4} 1E 7) 0 HANG TAMP BACKFILL 1 TAR PAPER{LIDUC O SIDEWALK ADJACENT TO CURB RESTRAIN IRON L ANTS W/ � AROUND TOP SECTION 'MIN.. "FIELD LAK'OR EQUAL GASKETS f7 A% TO IRRIGATION w S'-O' 6'-0"PUE-� ❑ S'ASTM 30.34 PVC �� 1•_g•L B'NK)(C8G RETAINER z ` GLAND(ERAA piON) _ TO RESIDENCE CONCRETE PIER 6•GALE VAL 9LOCK FLG,x M.J. i OPERATING NUT EXTENSION M.J.x 8'FLG.TEE FL (�DETAIL NO-505) PLAN 30•MIN SERVICE UNE DEPTH SIDEWALK WITH III-AI11;ER ❑ t�In 12'x20'ROTOCAST METER BOX, METER BOX DOUBLE CHECK STRIP AT CURS 0 C ¢o w H WI12']I20'COYER W/TWCH VALVE ASSEMBLY SIDEWgLK 4�,ny Zry y+ ft1=A0 NIXE DR EOVAL 3'SAX BREAK FLANGE SIDEWALK WITH PLANTER STRIP AT CURB ,z'f 7» ' • � � 8s � 4 4. HYDRANTS TO BE MODERN MUEl1k72 CENTURION,A-+42,{OR APPb EQUAL)e"M.L 8 1/4' w fy 1u51jRVEYOI TO IHS+ALL TEMPORARY Hue CUSTOMER SIDE g• MVO 3 PORT-TWO 2 1/2"PENTAGON OPERATION NUT,OPEN LEFT 3NTH THE FY7LLSINNR 4 W k" NOTES, AND GUARD STARE AT LOT UNE FOR T � A. OIL RESERVOIR METER OMALLATIOW I"UNION EACH SIDE ff B. BRONZE C- BRONZE SEAT NIINO NUT 1)VALVE BOX MUT TO REST 2 BOiEcS SET IN CONCRETE SHALL 8E a-70' SFE PLUMBING CODE NLL2 TO D. NF.ATHER SHIELD CAP 01L OPERATING ASSEMBLY. HIXT �� FOR TH CRUS ROCK BASE E SAFETY SLEEVE COUPLING 3-CENTER OF METER BOX TO BE OFFSET 2)OPERATOR EXTENSION 1'FROM PROPERTY LIKE, ELEVATION F. NATIONAL NOZZLES WITH'01'RM1GS MODRED%KEN VALVE HUT � t.BANKED MCIFTIS WITH SHARED SERVICE Ca NA310FIAL STANDARD THREADS W 2. SAFETY CHAINS TO BE REMOVED. IS DEEPER THAN 3 FEET ctn 24 UNE TRENCH SNAIL HAVE 1B"MINII. INSTALLATION SH*W IS ONLY A SUGGESTION. 3, HYDRANTS 70 BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED FROM FINI5HE0 GRADE. IM51AIlCE 11011El7 TAP INSIQ11 IOM"- S"MIH 5-W WATER METER 6 LOCATED IN A 3/4"-O' METER BY DISTRICT FIRE MARSHALL, 3)CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE ALL BE RUO[ ANGLE BALL METER VALVE t- DOABLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 4. HYDRANT TO BE INSTALLED TRUE AND PLUM& AIDS OF OPER,NUT- 17'X387[727 ROTOCAST.IF T1yD METERS MUELLER 824256 S. NO DESTRUCTIONS WITHIN V O'RADIUS OF HYDRANT, 4]PROVIDE 24'SSUARB 7327 4 T}31CIC ARE BANKED YI SIDEWALK AREA THEN 6/B'X 3/4"X 7'OR EQUAL 2• BRASS.STRINLETPS,DR PLASTIC PLUGS TO BE INSTALLED IN TEST 6. 1F SUBJECT To YF711CLE DAMAGED,PROTECTIVE POST TO EE PROVIDED. CONCRETE PAS WARE fl VALVE 4----44DISTANCE BETWEEN ANGLE STOPS ALL COCKS IF BELOW GROUIND INSTALLATION. 7. VALVE BOX TO BE IN ACCORDANCE ATH STANDARD DRAWLING NO.503 WI AS APPROVED _ 1'TYPE'K'SOFT COPPER TUBING 601E OUTSIDE OF PAVIED AREAS BE 24' -SFAMUSS 3_ DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, THRUST ENGINEER. AS SHOW IN CONCRETE PAD DETAIL CONCRETE PAD AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR COHSIOERATLOHS B. THRUST BLOCKS SHALL HOT BE PLACED E HYDRANT T ADAPTER FOR INSTALLATION. 8. INSTALL A STOR2 HPHA50-45NH PERMANENT HYDRANT ADAPTER[OR EQUIVALENT) ON THE i 1/2"PDRT- „oaLr w1e.n� Hv sevc r ne :n�w 1NeeepaL>.eree.-e 3f;r ' 11CGW.AC�.xns.rs IRRIQATIDIi ppll@I.E vac-Eta nraoza z.41Ir.rs. FIRE HYDRANT vaa Iaa Q If7 nrmns c anc r.c. TYPWAL CATFC mw wx `� � u roll VALVE 5�>rJ a:e �m I WATER SERVICE I5r24 n 5J,31 " ' ASSEMBLY Q ,� amAer sell CHECK ASSEMBLY rnwur Sett ,542 I— F— n'civmeaa.>m n.esiai n wn:wn, Lu LLJ 2 ❑ LN a Z cr © a c D zQ m ❑ o 40 u E x ti s s x � YYpT DUO 3 G Ali e r x } 100 }�}�55 Jt rcW Fz ' IIv�g � NO S NEIA g m�� RECORD DRAWINGS R ORBIN ESTATES TtcevsM x APIs.r� VERTICAL BEHp n.c.Ira PATE 12 07 2015 THESE LIECCIRD DRAWNGS HAVE BEEN PRM-AFM 132.303 K, E .uwMn nil RESTRAINT 563 sASET7 oN FiB.D aBsEIVATTON AND 9UFiVEYECI gJFCRMAT1[7H Type AS BUILT 4 .Pale7 1$ GI 21 a ,nwne PRa[AIA oMae NDTEs �[��r00�"L c orae ImL>e of ar luar W M ROA 1.AY.ST[PS n tr ASNAL ODN c TO C D❑EP O 4r FrtA[PR¢ qW s,1m1 N❑IEFi' a it YY uleDEo u,r ec a.r MDr m gg uAe�ra ALL PR{-CAST NAMNOLE SE07ME WALL ].ALL STEPS MLNH A uANHM 9'ACL d 4 coWoRm TO THE TIEWIRE4ENTS OF ASTM BE v,Me SAKE MAu,.tw•A-D c-476 AND APf LKG PROv*Ms a 93L(I W W u TO SnTi STANDARD DRAWNG N)O,O" _�1,T�' 6 ROT Pt]UOr ) o IX ` •_ "� O NApAk1L 2Y FMM ` �uvum'RAPE Ar MCA 1R _ a -_ s o TLP R FFf3r 51EP 'aNTDrT T FR AJ0ND.1110 SA/Sr y 9; C�7 ID TOP LF=p SR lRNC N IION�IRO•R EAP•'-�i1nRT+ S•4MPri f "�`0-31��a C7 Z �GO�Ie RUBPER OA9tET ,r s'.. R NDTm •. GRADE RNOS(R'..•.OR 0) •a F,p" F1 IY W ,. P,4-�ST N N1 50CDOH5 SHALL QONT A,O T1( IIdE 4aua[1�IPMT L� •- `n•?_ 2. ALL POUAW N PLACE CC'ATC-ZE� HAT[A 0 DAT WE _ � �. •y"k" 6'• STRFMOM OF]OGD PSL APD AERP a 2'TO i•. .- y ALL ALaS$HALL M rrur°MSR PRE MUD OA39EI3 ��'�ECW/'RC IbPQLS'Yf]i PQLI'PROPYl.F11F'PLAS'IFG 5u As�ttNT-xx Na 2.RAu-NEpy OR-APFTtO"M ]a•c✓a,E �a�. A, FL SANITARY � EDVAL W11F0@APIC 10 FdF'fAl SAEGr10AAO.,55-Smola SAAmEO BELL OA. t/Y MADE n R[NFd1LEY T Y*f/ Ile ALL E,P[IXIIPAECnOK TO NA *-I 4uµBE xATFAAOHT. � .A 3 POE LTONNEODON5 Ci T°-tri LR[ATtl!9MNL REWIRE A FrtnNO !. PPE LURfLTOHS IT—A� CR uORE uA°RINES 9�A4 aha • :.-.• l REOUHE F iz w ox CONNECrooN ARO M-m MTAa 1101X11AG NQ!m•• Llr MNGwM or a Or iNwr(Rb,vuowD) NAwIvIE aEcnarPVC SANDED BELL MA E HALLBETM PWE BREAA.WT3 AS uEA.UREO �ARfAa1L 1�J a -Oa i.q iHSNA[FALE OF INE LIAAAIpE RREA WT OE191nDA1 AHOL mtL acTI v •pCTAti=AR 10 ALEWAI AIIERCR DRpp OF Z.•FOR SAmTM G OCUM AIA ie•FOR sTOEAraSIMMT�5. y a YeER 11A110 NON-AIRRNNC ORWi° p]/1. vOAav %ffl BAR �ff� •,. f 7 DROLRFxEPPE ° MATERIALS: NRww,r Ima 1�1�E�7 r YaL TRW lOR R MRRCEPe �11-JTU4W1 POF •-O• GALYAMEEP •A �'-a ___ i ,•/FT.sWPE by I s�E la PE cwPAc,Eo eAst1[RacR �•.a �}1r x�y/�' =� STAN b[s/R pu,] A-016 GRAM 40.oft_2EG DEilDRAIM RLNFORaNG BAR" •�-� NEINPOR 1110 BAR CONACR%M0 YEM ASTM _- e1FpAC d "^'.}• CALVAWED LWFNRMIN MIN ASTM F-123 ]f- q"" OA CSC PLASTIC.` u0$I t:o FOIA wm A m 0-478 �r A STEEL REWORCBID BAR UININW t/2'MADE W. armN naw o9wu ra KOR—N—SEAL BOOT YEE]NIG CEOW7FYEN S OF FSM A613 FDICAPLulAlEO NDTEs ]♦A y0TICAL HDONT PIPE r. r.''- +_:is,,y ti- STM NjECTIOI UMUED D❑PMYKR PCDLYPROPTCFME 1, SUFIWCBIH TYPE NOT FOR 1�UN TRAFFlC AREAS OF rnir0(OR AND ARTCEOAL SiRECTS `-::L:��.• YAM sMFrAtW SORFAOES 2, COVER AND PRAA6 SHALL BE CRAY CAST UROC A51A A-.B GLASS 30. 1r aiNIRY OF '-G W[NLOlm1c'T�i=.: ', e +'OR OAL,rNR([OJ. COrgi[AND CRANE TO BE YACHINE71 TD A TRUE DEAMG ALL•AROUND. BASE=Tu11 L 4. NOTCH LA FOR LflING HOW- PRECAST CONCRETE SUBURBAN AND STANDARD C�eanV4�rr 5Esvices MANHOLE BASE MANHOLE STEP STANDARD MANHOLE lc e 'V;Ilw S�evicefa [ � MANHOLE FRAME AND COVER Qamw. 5�, uu ORRNlNG NO.01Q REM5ED U203 a.F..�,.�LM.•_- IXEA1xNG NQ-020 RE�.O u5-D2 � �*dm ARANENG NO,7Q0 REVISED 02-03 O" M ORAYANG NO-110 SANITARY RE-500 12-06 *nor IR d. RECORD DRAWINGS o cc DATE�Im120M15 THESE F M%V4M HAVE SEE? o "' Ga � 0 BASED ON PF3.D 4F38ERNgT10N AND SURVEYED F+FOFPAATFDN a r Z o tIwrE AS TevoF 2 Q m cr arAMaAEmccruLEm'av .,.,:,a.,..m � Lu vOrQ STANDARD OE'rML aleO O'WIGHIB6(Y.A•,ORa•+ " ,R.L,•,.� Rn I'FLAT FACE LETTERING Bir MNa19MWAIT [RELYSSEII rl.USH PAVOIpN1)TY0Tp o APA NOM; 1 CGWORAro 6 -- - s DPA6TMCiFae�'s 8 1 S"l9 1} S a r AMDAAPL1DApLB �Fti,t ��-'��lsS+/ it °L ❑ � INCOrAAOl30FSTD.iILNIE]k.E __ ! �P / dTAYIwallo.a1D ,,,+rte„ �i E3fe p � �. � n '�� ❑ O O A� �O z.LNLET AAmamt.T PI+E HDT TVL� "' �� 1�!�#��EI;�1 f �€ d r•+� � $ � yt C ❑ C aroD �irj 4}�;3�3 i LJr A PPDwm-spwW_D[TAIL FOR MTLET �, wmw IroLA 1 qq g FLdAr CpNTPOL Pkrsa,+wr la•oIA (��r � . ❑ ♦ALL OVILEMalull MVR FLOW LONTMx �ntm Rnue,.....r. h�y sq= 11,int °F r 3i{ ff]OPEN O O DEIRLE WATFRRONTSEFL uR.TAP XOr iQ}•[};9 i�19 �� 3�j? o o a a = 7 PKVIIDLE n...Pwwo �f Iti;s 4�l�ls l�1 eiy F LLW 314' MWi OILNniLPPIJRIi TEPAreA,cei- HALES AS SHtlNIN PLM a�AAE�yWy� COVER BACK - MR 1. iC� PLAN. f. ALL WiDS ANO TRPS F CATOH aASUNS Aid PATER QUAL ,.CT . S-1-ITY STRSBE ][�tttli 71!illlt6 1I AE I }F r F AS NAN•fWTR D n. xg A t 24 3JA' A]R.-- t7aaD�Im BroP APPN9vE0 3inr.��"F F%uixiO •Dc. •._.•r•• ., All {L� AAL rADaDS AMDIPArs FOR CATIll DtiSIHS ,e l AND WATER W AILN STRUCIIlRE35Y45LL VIE. 1 063'!1 11I 66m "MI 7,w +1 x93 FAX 4 IEAS ANAA LTMT PRBT: ,MEL TRE❑COPOL]L AWB Be ClEp 931-T3RT a ❑ a3)W MAWlBE1ED PRODUCTS.OYL LL➢SITE. 11p R SIA• 7J8' L"m..IACl1ER RO I1R f4E-AT gYEC FO,aL x +� I LYSrE.CT OA�'+t y g G CE J _FT (0001 A9LC7+1.�M�.3Mi,M 1 2 ALL HD063 SNT 1 IER F TEe II'A NM' RkATC[ICIOR(E MIN I s r FACTEWLWEI::CaOG)904EOOe v ISN[fL COAT Ek1ER10!rD6OY WITH A IONotIN a]L'LAl1leBTC TNICR1E35. S e {{g[[ H �'�1• OR faM13'+'leei ]. ALL INIOPS TF- EC EMT A OlDi L vAIFRiW❑ TOM Petr.A wp,NtPEi FLAIY,f:- WJE $ 'a 2 7/8, —EIYryYIY- MaME 1Wffl.BESrN'.Cp/ OLa R0.4TA8fE OEBkIS •'NA AN Ar+!!-Stl'IY/I VF.HT AS d9NRl ffEE Ldi10.1NT�DE'TNU 6 ❑ O A 6• SO. oR PPc-AwaovE❑eDuT� aN 3urEFCE curnTExr�IPe- ■■ �j $ I. 1. R[R AND IWRIN O UNE I®Heli K DETERNOEO n WRC[RIPE S,2E AS y7 f IPL•� AER XA AIFALiifLR'3 NPRTIbl r }j 7 IJ2• 50- 8r.O1PYOLLPAE AVNGBL 3 TEE RDTTb W TLC,❑GO SHALL E%"m VWO A TIMANLE IM'W FROM LE.BUT. PFCKHOLE DETAL IM AHel-amErl VSO sNAlt EETET@ Mw IA9a BY M:NUII Or O'NIG A 11A%Daal yr 22 1./2'AIA. ...� er ACCPT➢Erw TO VIRi, E CWR5 1ATIfn SECTION Aw�u� in AAIAEE M THE arRlCltn"VtCK 11[1[a0[S hoLNrEG 91ALL BE rle[SIE➢ ,{( SECTION VM nxly v WtlTH AAm EASE U Lf✓OSE eNTLQIAL 2i cl �:,A "•-I W THE IDW AWA aE i_=KLV Ar FACKA TO STRL)CFLAE VNL VIM 3nV STAN"= SiREL IMM OM DL- SITTANT RAVU As SIPRIL'9,rr NANUFALTIHT.CSCE INSTALLATO,A WTA1L1 7 �L .•^. "' •^. R TAU TM T"�S L,C Filo &b VtTH RWrLM$APPLIES L Se1LA val.1l��ReolNibAB[Eg MA, k LAL1_A IQN 5,L'LL D PRN A wISTAMR-A DCTRUC p1p SEE DETAIL#110 FOR MAi1 VOLE R9AAE SPECIFICATIONS ..vw.a.a°.s° a rvc AMpGTRft yl VERT q F rim ALamrrs C OIL-RCSISTAN'LVE[1--a -I S ILYk GAS%Er VfiH PSF FALUHG g p ]/e•STATE-W STCEL 1T"TS E. ANg10R SAI[EL➢S �F STORM WATER WATER QUALITYWATER QUALITY FLOW CONTROL STRUCTURE � �CORBIN ESTATES $ MANHOLE LID C3dw%,i S'w= MANHOLE (SNOUT) A C6mMWex'SFx� MANHOLE (SNOUT) B Ci=wt;'�s vim DETAIL Or rw.Rrl'EEYit. REMSED 17-❑G � rN... RENEW 12-06 Arr—ft—1 lr.1.1RENSED i2-Da ter°Pwd'�eerBd..r. tw DRAWING N0.S20 REYIRD,x-DR _ ORpWING ND-250 ORAHINC H0. 26(1 RARING N0.270 AS BNLT 4 7111[ a 19 Of 21 g SEE STANDARD DRANING NQ sw FoR ONE TWO RECESSED SEVEN RO.3 BARS L t] FRAME AND COIFR. LRD-! NL.] A-1 AREA AT s•1C. �.{ 8AR BARS [k A A4 APP0.01m F ]Srt� 9 F :• A A -� F- Lf�N 8 4 •a Hit A A • FACY a Cu1N1 y, 4 } a BAtr d ouNs D N U J L 3"AFP XOE LI z a N • u FO�u nAr9iA4 W m Z ¢ y _ - mat- . SECTION A-A FACE TRACTION i L7 A •. q;A• WTRER JOInTS o-.- ., f - 1.-p IY PRE MOLDED N A �{ nuER""s'cD"AUNT SECTION A-A a DTTw rACE a cum t� IL PIAN VIEW D CUM 14-M A- PLAN VIEW n o TE HsTTo BE �1N PLAN PLAN I L J AcO ROANCE uTm FCD.L GEYSER �'FNA CURB NLCT OPENNJC g CMB ORAIWNC NO.310 NMIp f0 NARK SEE STD aRANb K.320 FLpw DNE SOP-FACE CF CURT TOR pF A11Tm 1HN: FOR FRATE AHb ir PAVEuENI e•= mm SCv-TACE DF GEYSER �4A • - 10 �tr1� y4Alta 6a �w R 1 1n' N0.P I!A - f4 -DTTw w wNa "DOES SEP L2W5 Vf 'AIE 4: D •pm4 SWPF r ety NRE � dvAMxNI 1 _ � Y1. r r ama a..s Ir 6•vm m- PLAtX _� - • - e" • 5"YA N REAFORCEAENT '''P _ n0.A&w•S 1 a - FCR PRECAST /a R111FA¢ATEA UVlA 1F�----AY- .� " 6 FRONT VIEW PERSPECTLvE wEw SHOWI % ?r MN DEPRESSM GUTTER AT CURB INLET SECTION A-A SECTION B-8y B 4 R[ A R/Ans'`.r oMml NOTES: NOR wacmA PLAN wmF.,ws'".wo 1. CRA]I SASW 5>•,LL 9E Cp+S'IRTICD]D W AOOCRDMKE NTH ASM b426 n 1. ALL FMRICAIED MEIM.PMIS SHALL BE NEW 5111NXTURAL,A5w A-16 STEEL,AND BE Z NSTAIL STEPS+ . ,TAM FRON TOP W OUTS M ELL•'LR[d PP(IS ORG TITAN M'.SEC GTA ANA !te-T«4� SECTION B—B AkI,HOTP IPRED DALY :,D AFTER FA9 HMI1. x AM,PWRED 1N PLACE CONCRETE 91A11 HAVE A 26 DAY STREFION Of 3000 P-5.1- MAYWC M.100.SET FF[ST STCI 12•MOI4 IOP d G ATL S NSTN STRUCFURE CF NNNpy 7 a'OF w-D"QG ,t FEb RASENAIFIMA d• ANO A SLUMP OF R•TO 41, {- 4EPtFCNCENL NT FOR`K CASE-IN a—N_RE lnP Nglr N ,STN A-els MARE W OR•ETPm wIs SECTION A—A S INSTALL STEPS%HEN DISTMCF FROM TOP CF W TO FLOW UNE Of PIPE IS CREA TER THAN MmEreAG ASiN A-"]. t 11T- CUR SEI STO.ORA%TNO NO.100.SET Mr STEP IY MUM TOP OF GRATE AM AUCN M1TH 5, hu PWRCO 11PlApE CpKIe:TE SHAAA HAVE 4 2e DAT STRENOn1 a 3LOG PIS,',AND A SLTAIP RAT r W e HOOK BAR FOSE: IID OPENING- & CIUAFAEi REpuII2D w M1ab DRGt6Tt APPUCANWC.AS APPRO'1E0.ALL OTHER APN><J11MS REGADE AN Th Awl' FRAME AND OWE TO 6E NEW STIYUCIIIWAL ASTM A-3q FLAT BAR STEEL OR AMOK9 EWAL 4.INSTALL STRUCTURE LN MWINIM OF E OF A'TO D•COMPACTED BASE MATERIAL LOWEST FBF wwINT- DETAIL ADDITIO NAL TIY KSS ANO ROWMEEIANT SMALL REWRO)FOR STATE"WAY APPMCATION& 5.72•MAAMIYM ALLowEn AN MS T OR CITY APPROYAL TO AYM COWLCTS WIHI Ew57NG T- iTAA WRA�PEOMRED CAAFIOT BE LOCATED w SRxw RAIEs OR RAZE•TwGs uTryA11ES GUTTER & CURB GUTTER & CURB INLET CATCH CATCH BASINLa INLET CATCH BASIN �c6lo.,,A. gesricx, BASIN (CG-2} REINFORCEMENT Ck�►VWf�a ServioeA FRAME AND GRATE (CG-2} C�`1{iYtw swicef: INLET CATCH BASIN (CG-3O� �Vi�ifs SWAM QF � ORAwING NO. 30O (CG-2) RE118m t2-Ds . N. aII.wl- ❑RAVVING NO 310 DRAWING NO. 320 RE SEE 12-0 o��rr� DRAINING NO.330 RENSED D5••DA - - W > REl15EB IT-O[i ATNIF�IEF T•1AIN. od LU REGGRD DRAWINGS o CA DATE IZ&7(0315 THESE RECOM DRAWINGS HAVE BEEN SRF EPAR� G � Ln o SASM ON FIELD OBSERVATION AND SURVEYaD Er-0RMAI" � Z � c Q 2a 0 < PLAN PMTPERn LwE CUR� eV O. +J nun EASEMENT \ u E.7 F :a r. •A r REE sTOL D"wic 116 DDD Ir ti ti - ce AT4N4 Aw GRATE AA g g A q J111 x Mn1 m VY PIPE 7A� •1dIRE b1R IN PUCEACAFNT P W/6AMAUR O IS O A A '�1i ' IO PREMT PAm 1111 FAOF FR„N»,R mATF SESTORM OR ANT " 2 it PWT! NEW SECTION A-ATM HSTTILICTICM NL Sw(SEAFJe AHI SOC SIGS1 PAIEWIES TO C AHI IR MANS VX IE WITH FACTORIu 9 RC p[ THE FOLLO NC � v z = f .A A-PK ASAI-SDS,.ASN-C-9W 3 r PLAN c DM0 Ni�N o- ,� T tAa ° 0 0 6 $ } M _ d a PLAN Ep PT le LLal"sD ASm D I7 L o rc FWLW GRADE •p ROH'NIIERT .y }• F-FFR M TNG AASHTO M252 A•[F y P: 3-ALL PPE tDTALL TE DOLdf Ca CER S `�J -GREEN FOR SAMTART SIDE 5EILYIS -'ANTE FOIN STONM qpm PPERNES r nR,,� vAzwlF �JIII w' R/AF+- MMW TO'iN.LEHp1n OF RAa YM Me, a Fw Fyue w , 1� MON F L IJ. As SNO'NI W APPRDIFA SET 0 PLAAF^ 811RFALE YAGIEIIG MAY v n4 ARR9105 10 FA(E STREET TAPE u $ ' .PI1aFa�eoli F 1 B B Lw, n rT SECTION B-BIT �y ev IS, J I[1 EN-SAHITNn] LS LA9AA NAOMETC TAPE NrnI ILAM 1ETTFAING cpg3 3$ ;1 q--"•R:•_x•:P •� rN - -.q+Q i••e CHITIN G TARr.•CAIJITON SEWER BUFN:D>hAOE." F q Ny •• ` 2 1/2%[/4.5p.EOCY FLAT B"E[ 51GVIS•CAUTION 1OF O CewN AND D INST.- +I PLACE II"ASI ON SUP C<PP(AND AOAaST , 5a —Pj s' sr a'� 0 ••-2]3/e' e + TY U�. TE SAN(1'A G.:SECTION A-A SECTION B-8 SECTION A-A SECTION B-B NOTES, PRPePlucNOTL@ 1, ALL PRE CAST SECTIONS MINI CONFORM TO REWITEENIS w ASW C-47& TTP. 1ADL PRE CAST S FANS 5Nµ{oGEEpFN 10 IKGrtCAIDTTS d A51M G m2 DRSTAU,SIRUCTIAE ON MINIMI II CF I.OF 3/4•-W COMPACTED BASE MATERIAL FRE� T RoNFORM097 SNNL BE REBAAR LEERMC ASTN A6 16 ROOTING ASSN M91. 3. PRE CAST RERf0RCk7FENi SHALL BE REZRAR MEETING ASTM Aa13 ORA9E DO CR MELDEDR F P"'nN w SOM Cry,CRETC SHML NATE A x OAT SiRdDM LF 300D P.L.AND A AUW • r TO a', NNE MEETING ASIM A497 2 1 Z .SNgWFZO IN FCO%11 WiIN APIM ARLnS,AS APPROI NL OTHEP 50 LOGE FUr AA 'y •yd `-S FUN 3�t% TWE VIM PPLIOANONS RNAPE AH$r SUW a M LVRST PINE ARRERt. 4- ALL PauRED N FLAM CONCRETE SHALL HAVE A 26 DAY StREFCAR CF 3DW PSI AND e'�E.a.p=v >ERIM°i�� r• m v 5 AF,.STMt STEPS WEN DISTANCE TROY TOP OF URATE TO FLOE UK OF PPE S WATER TNM Su"OP 2'TO 4'' PLAN ° S1PF'pRR�MiH E'•O.OEO RS'.SEE STANOAAD DPAY 1 IM 5CI FRSF STEP 1x FROM TLP OF MARE. Jf BEDDING CME H .. I. PRE-CAST 3T lufTE"S OWFOINRRG TO 0.0 T.TYPE C-2"A ,ASN PAST ARE AN S, PRE-OAST STRNCMIIE'S C[IirORYeNC TO AO.O.T FRE G-2 CATCH RASH C GN WTH DITCH !! t4HNUN 2T1•EL ELEVATION AGG(PRATILE ALTENAM TALL CRETE MARDRoUs 9HMl MFIT O.RF.S. DUET VDP ARE M ACCEPTA&,E ALTERNATE ALL ORATE MATERIALS SHALL MEET C-TT.S- 6TMcARn AS S ww ON OETAL p2LT STAANARUS AS 9A0'AH OH DETAIL PDO MAILS AHD MATE 41ML ME NEN SRIUCAF[AL ASTM Mae FLAT 6AR STEEL OR AFPROYEp£WAN ACTH! CDRBIN E5TATE5 AREA DRAIN DITCH INLET NIX ammuR DITCH INLET SIDE SEWER SIDE STORM -. TYPE E1Moab + FRAME AND GRATE L32A03 d DRAWTNr NO- Sea RE+IW 12-06 O�aF� FrIF DRASNNG NO. 390 RE•ASEO D5-01 Oma iA� PIPELINE T1w ORAYAHC NO. 400 RENtSEp 17-00 �eii1Y� REVf5E9 t2-LD od T..rwwrAirFr. AS BUILT DRAHING NO, 5P0 &m 20 of 21 � s 3 @@ Ome CLASS "B" CLASS "A" TAPP ALL a _ f 3 g 6a PATA Z ObFATR W 3' K 2 PVC SADDLE(TM CH ourt'3 5TRM PETFmER OUHO ENL{SS HAUVC MA1UBAi. a y 6 a R 9HWEAc(SPECIFIED CR r oy"7vEHGH TD AuOw 50.fpFF �£X15nH0 3 a T' '� AS SPECIFIED �5ET7lFAAEH7 i $ � p• RUBBER CASKET " ¢ �Yr v: '2' v�- - ��s•..• •.. 2•luno rep SHx c°n DG o° °D $°°° ° °° °D❑ c T _ s yp�—MM F] INSTALL PER ' i OS%CdPAC110R eoe CdP+CFCM PFetlR IO EKLwvAfiM. �, Gr q, g 5 ROTE DT sAVFMcE°F _�L.HnsrullBEp G° a0 CI o o��Q$ OD° ❑Or * K _�I TUmggEO •c oir. zi oTm �ATERu��` EAn.r+-Z O OQ°pcw a°°% % I� 3 C p �. +, a yASAEe t exlsnrlc OPDa o ,,, p C C•• E S H vi y c y w aAse aivcx ❑°� WoDD° olvsHeG Roa p_cc +F�s 'a/.::•e d°a°o°�ODDoC�D � t � Boa L}•jDopOa g O _� �� c3�1a1�Ly. :•'; . PF[ZpK ]/.'-° 9[11 •d„IY:. _ _ R OR PPE + � �� - qa s STOTIaI OR SAIpiA1W 5TAMjMN STT¢ PE£2orc '�''w• 0TL PMS e- y i 1F1 1� MMR BA1d �.. r . Wid.f i ° 1= ,.IEE S%0 eE 0°HE K1E11 EY.f,A,FAvN AND 9ztmE d'TIHFA,OL i• ¢ € d zg g$ 1 4Z 510 DRS RG.'AU fM TSG,ND ko AHO I1tENbH eA,aArA1- k t-+10E.�a,D PVC GASKEtEO SADDLE SHALL CDFOW TO ASTM-1034 SDR35. TRON N y.Nj?Aa 2.PLC C0WOVNDS WALL CpNFORY TO A41N 11576{PATH CLLL CLASS OF 12454-B/C 172 RPE v.0.YLLS 4•MN.Fpt nn 5.A .,HAH Ip' OR 1x.]84-C T/2 PPE DA PLAS r NIR Ery!APE W AH0 LA , SHALLAND wED ORE ro ERACpMT y w m j ]ALL ELABTOUER C SEALS(RI)5SER GASKEM)SHRLL CONFORM TO ASM FA77. OF SODDING MAiEiPAL i g 1 •INDEXW PW GASC£SED SALDTE SHALL BE INSTALLED IMh RUBEER GAS ETS gE T APPROVED FOR TRE SEMFR KAHN WALL CCNAR RATION(PROFRE OR SMOOTH WALL). �Kyy i3 T, 9 DETAIL MODIFICATION NOTES S STAINLESS!731 SANDS SHALL BE 300 SERIES Hj BAND QQTH•OADIAIW PLATEQ. NOTE: X580 5 (CWS 740) CRRBDFI STEEL.AND ATTACHED"T4 HEX HEAD.SLOTTED SCREWS ALL COMPACfMCIN RECMUIRA.6NT5 PER &IHSERIM HOLE SHALL BE CORE DRILLED. PASHTD T-99 AND ODOTW*A SFEC OYM 7.INDEXED SADOIE SHALL BE INSERTED A YIKWIM OF k•FROM OUTSIDE WALL OF 1. ALL FENCE MATERIALS TO HOST PIPE AHD SHALL NOT PROTRUDE SCTCND THE INSIDE NAu OF THE HOST PAPE LIE RLACK MIL COAIED. INDEXED PVC GASKETS❑ TRENCH Nsa� DETAILS ILL am ASPHALT DETAILS (ae a Se�II eR CHAIAND CA�N LINK NCE — � � ¢ v SADDLE REVISED 12-05 I)RAHTNGN0-590 4EVISE6,2• • 0RRIHNG NO- REv6D 12-0a eI.+TTTTLrTT►DP.1wr RANVJ H . 740 BE%t=12-04 yJ a DRAWING NO. 540 ❑ LL1 Z L/7 y0`_, I= V a LIT ° cc Z t2 Z o � V V o ti SOIL FINISH GRADE (BEYOND) GRAVEL PAD AT TOP: FULL WIDTH OF STAIRS R AND 36" FROM TOP RISER. SLOPE 27 m TOP OF EDGE BOARD: PROVIDE EDGET BOARDS ON BOTH SIDES. BOARDS ARE TO ALL RISERS E CMit1• TO BE BE 2x12 P.T. LUMBER. EQUAL. BOTTOM OF EDGE BOARD MAK: s n a GRAVEL LANDING AT BOTTOM: FULL STAIR J 1 '• 4 PEEP A d 3 WIDTH AND EXTENDING AT LEAST 35" STAIR RISER BOARD. 2XIO P.T. LUMBER: AT TOP ONLY � 3 a r t INTO POND BOTTOM. SECURE BY NAILING THROUGH EDGE "•s'; BOARDS AND INTO ENDS OF +•'s FACE OF RISER TO ALIGN WITH BOTTOM RISER BOARDS 6" COMPACTED Y OF POND EDGE DEPTH (TYPICAL) M .21 a COMPACTED CRUSHED STONE. ?'-0", 5 '(MIN.) ' `'-+ WITH 100% ANGULAR FACES N 1 OIL SEPARATION FABRIC: "MIRAFI 14ON" $ 0 ti r OR APPROVED SUBSTITUTE COMPACTED OR UNDISTURBED SUB—GRADES C _ LAYOUT OF STEPS AND LANDINGS AS SHOWN HERE CAN BE VARIED IN THE FIELD. THE DIMENSIONS FOR RISERS, TREADS, LANDINGS, DEPTHS, MATERIALS, AND LOCATION OF TOP AND ^`I BOTTOM OF RISERS SHALL BE AS INDICATED. $ GRAVEL STAIR DETAIL. 1 � SCALE:NTS ' 1 CORRIN ESTATES RECORD DRAWINGS ' I32-0133 DATE 121071=5 THEM 1`E00R0 DRAWPW HAVE E3EBJ PEPAFED AS BUILT BASED ON HELD 08SERVATION ADD SL1RVE1'ED I FDAIMATION sneer 21 of 21 PUBLIC STREET LUJ MIG NOTES 1.LIGHT POLES SHALL BE 30-FOOT DIRECT BURIED,25--FOOT MOUNTING HEIGHT, I �, ➢ a t..a.. '::. I LP TMD--PIECE GRAY/BRONZE,FSERG1A55 LIGHT POLE. a. a ➢.a a.. a-;;. I �S 12 u PGE APPROVED LIGHT POLES ARE. § h.•:., r':",. I SHAKESPEARE BHT3099520LMI � INSTALL LUMINAIRE POLE # = WITH _ i s - CCI MD570-F-100-S1-HS--PC--HP-iB-22 .x� LED COBRAHEAD FIXTUREF- a. ro}a..e.. x:. '. I y�= AD OST30GSDN1 {X = POLE }• j i n a.,:.. _ c c o' V SHAKESPEARE BHT309256OLOM Ca MDS364-10D-S2-HS-PC-NP-10-22 = INSTALL LUMINAIRE POLE ffl FH I� ACI DST30F•SDN1 xs LED SHOEBOX FIXTURE. a a I^ �..a•• ,� A 17 z a PG:APPROVED STM ARE.- (X = POLE a 25-SM-UP 3ewam I PT 4 .35', a.•➢.. . I � w ACI DS65TUB-30 2.JUNCTION BOXES SHALL BE POE APPROVED SPLICE BO7ES. f , LP 1 b., -, a s d.•n.. a..i..e..b..a PGE APPROVED JUNCTION BOSS ARE: a.,T..a.,b.r a-: '� L' I I b. NEMBA.SIS FCA132418T-000+3 OGAZITE A4213418A017 a..�.. a.,b.-a: I I AFIMOHRCAST A6001946TA%18-PGE e., HIGHUNE CHA132418HEi a.. ..s.r s., I ! ., c.x a.,.I:.,o..➢-. r I r c: a.: :.L h.�n. ! 'aeCTRrr OR YEx'DRSHALL BE r1 THE LID MAG AREA. e..E..t., t,_- ' I I P I : . r 3. LUMNAMES SIAL BE PGE APPROVED 49 WATT LED,2W MAST-ARM MOINiEA SLAY a..-',s-.I., I L i a.:e., e. �'�• I OGWAHEAD FLAT LENS FD[iX KITH A KOM POM FACTOR REACTOR BALLiW.7M W a..}.�s•r s., , I I c•= �-: h., s.r a.:a. II LP LP TOMOf)L PE.RECEPTACLE IV 1 PM APPROVED COBRAFIEM L.U14iNM AR✓r � --'�•'➢.+i.,➢. -- � E.,b., h.1 4AW Lfg1E7R 2(EAW-NW-2-GY-700-PAL-PGE •- - - ----- - - - __--__-__ c., .., �S ,p..a.a:., a., ----- -- LLLwms SHALL BE PGE APPR0V4'D 47 53 WATTDEO,24DV,MASi-ARIL MOUNTED, i""H ,.,�., e.,v..a'., n. - n.,a,a..a.:a., ----__ __ BRONZE SHOEUOX FLAT LENS FlkTIIIE NINTH A Ri0faltlAl POMRR WIN $AILASi, N - - :4 •., a.,a.: .,a..a.:e.: a. - 'NTH TWMLOOK P.E RECEPTACLE PCE APPROVED SHOEEOX LIJAMRAMIFS ARE: 00 a.,p., a.,a.,e.:ro.: e.• ... ..e.,a., a., a.,a.a:�•b..a.,a:, a.. .-_. - _ -'•'.' .: 47N GREE SIR-LW-2M-4R-02-E-UL-BZ-7U0-4W-R-UTL-WX a.r 6., a.,a.i 6.r a.r i.,a., b.x:.r a. �` a.I f..a..a..i.c a., �.. v., v.,a.,d..ro.ra.� h.,n.� a,b.x a.,a., a.: �., --- ,., .-,a..n..a., s -'" ,w:.-_:;w,•_... SSW CAEE SIR-LWY-7N-K-03-E-UL-OZ-325.-4DR-R-UTL-SPT[ a ] g(�. .r i..,�� + .. z..,., ,.,a. -eNh W: ��""• \ :a.r 6., h.r a.,b.,a._t.> , e. {9Si a..a., e.a., :....a.s s., r , 6,: o:.a.,b.,a.a v., ��$�.r a., a..a. a., a.• r ,'a..a.r 6.,a.,a.r a,,..➢je. 4.THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROY£D L7TlETIDEO 11FE TMISTLOCK, a., firer-M a,l n., a.�T`,T,re.ro.'s"3'�8:�"s.r..T.7-a'.rT=va e.s--6r�n--r -�4,--Pr--rr-b-.-a. O a•.}, spa r.*a..6., a.. 6.,b.,a.,a..a.4�a7.p-,a.,a..hl b.,4., FAL-ON,ELECiRCNiC,105-300 VAC 9O HIL.PER AHTS 136.10.BRONZE HOUSING,1.5 LIAAEH r Aa .:le.:h.r a.:6 r h., - �r TURN-OHI,RATED 10DOW TSINGSiEH[1800 VA 9ALLASO 1,5c1 TUftlF-[>FFjRRN-CH RAna. VJ I ➢.� a.i h.:b.r e.e a.r a.i a�.l;,a., e.s o.c e.,a.,a.. e.,a..a.. e..n..a..a.r'a.1 i.+ ,.r�.: 6.. o-r e.,➢.:a.r d.:•v-,a.r:5.,a.,a.,a .s n..6�Gr .,a.. .yc� a.a 6.+➢.+a. y+ c.: e.r:.,b.a as a.x a., u., 4., a.,e.r a., �.,].: a., a.r b., e.r b.r a., h.,a.,!h.,b.,a., a k.- .b.c a., a,r ,,5-* �h•.a., h.. TILL„➢.s a.a➢.a b.r b..5. SOLID MASS PLUG BLADES,COfFOR11ABLY COATED CDS OEL 14lO JOULE MOV,2-4 SEC l a., :., h.,a., e., a.r a.: e.t d.r b.. a.s e.a§-a.: a.,§.. a.. e.11r' II � d TURN-OF DELAY. ..z as P.,:a a.:i.r ba a. - 'eS.:.,;-.: :� _ - o..a..c.h.. h..all h.. h.a a.,1➢.,a.t - R..a,a.a a.g 6.4 6.6 ❑ a.x as Ih.r a.t b.:➢-: a,. .'. 7 6,4 a.,b.,b.,` .a.,I.,a.,6,, PGE APPROVED PHOMELECM CONTROLS FRE: •�. . _ ::`;'.r_isi_o+ ::F A• SELC 8183 b.1 6.1 .r a.,a.: 5.THE MWiMC FROM THE TM BOX TO THE L.UAAHIWE SHALL BE PGE APPROVED EIOAWD, P :� � � b.r a.,,..b. ,b..b.a➢..b., e. a.,:.� r a., h.r a. 00C-VOLT,3-CONDUCTOR MASS B STANDING TYPE TC MATH 45-LR MIGHT RESISTANT �------ PVC JACKET,SUITABLE FOR DETECT BURIED APPUCATp14S. RA10 WC DRY AND 75C MET. b.,a.,fh.: e.r e.: f ---`l--- --------------- ---_,-_____ �'- a,2_-_ y-I---V ..a.s b�,d.,a.a➢.. e.= a.I a.r fa.t n.r't l FOR 240-VMT APPL.N.Ai10NS,THE POE%WG OUNM ItRATIH IS: p I I Y - b. a.,➢';�..h., U h.l as lv.: .r i.x I l .`�� ti� �� a. h. b.r e., L. BLACK ip RED(HOT) OWN GR011fq' ➢.: h.rle., a.r:.r .t ` e.. .e., a.. 6.Al WTERIALS AND WOFOOLANSfF SNAl CO FOT61 M P.O.E SCEEDLAE'W OPTM.H h.r e.r�:.: ! •r a.. . A'SFSWIGATK*M ALL UATEAIFLS A01 INSTALLATION SHALL BE APPROVED BY P.0.E e.: e.rla.2 a-r 6.t I `I LIGHT POLES AND STREET UGHS TO BE INSTATED BY P.G.E. a.. a.ria., a.t as I 1 a., 6.,b. 6-, I l I 1 ., a.> o. a., a., 7.11GHTIIG COHIRACTpt NSYA[IER IS SUELY RESIKINSISE FCR INSTALLATION OF a.,a.r�a-+ h.,a.r LP I . CORRECT 1AATk7 l OH CURREIIT PGE APPROVED MATERIAL LIST AND,Al 49D CW I 1 I l p]' . a.: SPECIFTDIAONS AND STAlDAIM LIGHT POLE AND FIXW SUBMTIAL TO PROPE7l RECOAMMINOM .., e.rlp.x�.lb., 2C III § ., a.,b.r 1.1 a., II :.,•.,I a.. e..ro., ii P e.,a.r ro., a-, 1 CITY OF TIGARD LIGHT POLE LOCATION TABLE a..Ib., h.,b.: I l I f r ea➢..n.: a., yy POLE NUMBER MH WATTS LUiAENS ARM ARRANEMENT STREET POLE TYPE g..Il + 1C 25 FT 49 3389 8 SINGLE 81ST FIBERGLASS I I ;:P I a•, ,Q r LP b.".,l b..1.a 2C 25 FT 49 3399 fi SINGLE B15T FIfIE]i7lRQIL55 I - ...I h..s.r I.. _ i a-.➢.a i.. a..a.r y K 3S 25 FT 47 3&70 0.67 SINGLE STREET A FINERq ASS `• I - - - 7S g b.1 eal 45 25 FT 53 4550 0.67 SMRG1.6 STREET B FIBRI;IASS -- -- -- e..a..l h.,I..1.. - ; I e.,b.r a..l h.. 5s 25 FT 47 3630 0.87 SINGLE STREET A F 911LASS 1 I ee b..l E.s..Lr I I 6.,b.t 5s 25 FT 47 3630 0.67 SINGLE sRRBET A FNBERR ASS l I I ' a. b.,b a..a.. 75 FT 47 3830 0.67 STREET A \:�: a.q:.a a..a.. ro I { r a.,d, v ,a J i.,a..6.. r. I f r I ➢.� n NUMERIC SUMMARYol PROJECT.• CORBIN ESTATES §..b..h .r a.t:-r I l r➢.a a..a.• 13 a.t baf 6.2 b.: LABEL CALL TYPE UNITS AVG MAX MIN AVG/MIN a.t a.,a.y➢.r a.t a i I I 6•a b. a.. C � A4-h66,31 d �j I ! L.h.,b. b., �f4 0 T L a.1 i.r➢.1 aA 0.1➢., � I I I L.ho a.1➢.a �y STREET A ILLUMINANCE FC 0.42 0.90 0.10 4.20 ¢r a.,a.l a.r a.,b.r a.r:., STREET B ILLUMINANCE FC 0.45 1.00 0.10 4.50 bA a.t I, a-,i.a a., ., H•.s � 1 h.: a.: a.1 a.t 64➢.t l j b.l a..a.. a.. .S , SW 81ST AVENUE ILLUMINANCE FC 0.40 1.50 0.10 4.00 6-,b, o-t a.,b.. I b.,e.e b.. g l I , E N + J-- dil l - b., :.: h.: , x STREETLIGHTING DESIGN Scale: 1"=20' DWG.NO ELS PERCIVAL-LANDSCAPE I . I 1r RRCHREGTIIRE 1 7$6;SE Wa erlelgh Blvd I I Portland.Oregon 97202 p0rranI` g I g 503.2&w p f$maI1-wm •; if ~ GOAL 5 SIGNIFICANT HABITAT AREA TREE PROTECTION NOTES. '• `! i `1 .LOWER VAILUE-jiE50l1R� 1. EXISTING TREES TO BE PRESERVED ARE TO BE PROTECTED BY A TEMPORARY SHIGH CONSTRUCTION FENCE PLACED AT THE DRIPLINFri E AT THE TREE PRIOR TO ANY GROUND DISTURBANCE. (SEE DETAIL ON THIS SHEET] 2. THERE IS TO BE NO EQUIPMENT OR MATERIAL STORAGE. OR DISTURBANCE OF ANY KIND WITHIN THE FENCED AREA. IIII 3. THE GRADE SHALL NOT BE CHANGED WITHIN THE TREE PROTECTION ZONE WTHOUT THE PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT + ij r__- ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOIL TO THE MINIMUM DEPTH L I Uj i I 1 \ 10 NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. 8 4. TO THE GREATEST EXTENT POSSIBLE, UTILITY TRENCHES SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED LNDER THE ROOTS OF TREES TO BE PRESERVED IF IT IS DETERMINED THAT TRENCHING V) N-r-J I T M1 '� WOULD SIGNIFICANTLY REDUCE THE CHANCES OF TREE SURVIVAL. Z t I \}gyros a 5. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT ARBORIST'S AUTHORIZATION. Q THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTIONS METHODS AND/OR DIRECT ON-SITE MONITORING OF REQUIRED WORK. Q- [�F 7 B. PROJECT ARBORIST SHALL BE INFORMED OF ANY CORRECTIVE PRUNING THAT IS REQUIRED IN ORDER TO AVOID DAMAGE FROM MACHINERY OR ¢ 0 j BUILDING ACTIVITY. PRIOR TO PERFORMING ANY PRUNING WORK. I ----------------------------- 1 l- 7. DIRECTIONAL FELLING OF TREES TO 13E REMOVED SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR PRESERVATION. � �r Dsm y� 9. ANY SOIL COMPACTED WITHIN THE DRIPLINE OF THE TREE SHALL BE AERATED BY METHODS CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. � S. ANY LANDSCAPE WORK THAT IS PERFORMED IN THE TREE PROTECTION ZONE FOLLOWING THE REMOVAL OF PROTECTIVE FENCING SHALL BE DONE i l USING ONLY LIGHT MACHINERY AND HAND LABOR. Lj j `STREET rAI Ilam f 13 f 10. ADDITIONAL REQUIREMENTS- THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES WHICH ARE CONSISTENT WITH 0 7) tG t � ! I L^ ser L -- 11 TREE CARE INDUSTRY STANDARDS. Q Z II I LIJ 1 I l a i - / TREE SYMBOLS I I `----`----- --- - -- / 'f l ------ --- - - \ 0EAsting tree to be removed ~ ems7els Q I I IC)Exisf3ng tree to > F 0o -6 5—Y m ec as ven l •�_r I A remoln < co }' 4 �V/ - II Tree Number � co.. j.:.: r l 3 '�" 1i f Tree Canopy Line j 1 LU Uj E%yXIS c J SE I !: = ! l ` TREE PROTECTION FENCE w [/} •] ` f Al BE RPr61'EL♦ ,./ \ - I ` Z ;' z a 4401 ---_ 11 z r ----- I w w �sw \ I ,e4 > > W 0 ----� (Q WQDErF R f7 € ,ns } Q k L �i 0401 agar / I I -TREE CONSERVATION AREA- CRITICAL ROOT ZONE V OF RADIUS PER 1" OF 013H - } rn DRAWN:JDP N ROSS ST. ► SW ROSS STREET I I \ ! ..........- er ] aEvzexED:JDP 2 r N �7.� r�7-^[�q,.�,.� I ` r� REVISED: I l ___�� 6 _ v I-Pennii SEt-SfH/35 • �Y %� OJACENT TREES TO BER 6VEO WNTH NEIGHBORS �+ �` CONCENT OBTAINED ON X � 10.2414. �;� � •� _ r L --" --------- 19+00 J ------- ---- ------ --- r--------- ---- 1 i \ _ TREES LOCATED FURTHER THAN 30 FEET GENTAf�°PIVC�IQD6 OR. rr I l SIN CENTAL WOODS DRIVE DATE 5WO15 FROM CONSTRUCTION ACTIVITY SHALL NOT \ ----------------_..----- -------� ----------------------_ ... ____ -- I l i REQUIRE TREE PROTECTION MEASURES. �� ————— �i1 I ---.. ———— - PLOT: I ` TREE PROTECTION FENCE NOTES: Ea 8 ✓ 1" 7srp sd II •'+f oa 1, ALL TREES DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING AS O' 15 30 60feet c 7a ILLUSTRATED. T JDOPEGON 4 1 I o m 2, INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBEp cs ascuM � 11 SCALE NORTH o my ence mot riol: AREA, AS SHOWN ON PLANS. OR PER ARBORIST DIRECTION IN THE FIELD PRIOR TO rd RE N111 l orange, un resistant {plan] CONSTRUCTION. strength 1,Margin Iden.attest that this Tree rade 3. AVOID DAMAGE TO CRITICAL ROOT ZONE, 00 NOT DAMAGE OR SEVER LARGE Preaenallon and Removal Plan meets all the DLE.$IST-Li-XTREE requFm ants in SKtIon 10.Pert L of the 2'-4" min. ROOTS WHEN INSTALLING POSTS- ■, CRy of Tlgord Urbon Forestry Mantra. WORK ORDER: 2.5" diameter ei{cTR,cnLl — l maximum4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE f� vAULT d steel tubing or 'may '� .Iqg Nu+IRER: jf 4"x4" timber post PROTECTION FENCING. Morgan Holm 1I� I I TREE PROTECTION FENCING 5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF ISA Certified Arborist PH-BWA I Dote:MAY 8,2015 SHEET TITLE N.T.S. THE PROJECT. TREE PRESERVATION AND REMOVAL PLAN C SHEET NUMBER L L1 OF 3 I I EXISTING TREE TO REMAIN SYMBOL NEW TREE SYMBOL PERCIVAL--LANDSCAPE ARCHITECTURE--- - O A a I*II NRE TREE PLANT LEGEND �-- a RIP LINE2-363 SE WoverlNgh BIW f CANOPY symbol common name botanical name:size, comments qty pnrtland,or 97202 N ` EXIST 0 i 1 f �TO REMAIN EE � I STREET 510E PLANTING perl�ascapc mall.com 4�J $0-231 0100 f ` �4 TREE 1 Q� / ) 9 ( ) TREE GINKGO GINKGO BILOBA (male): 2 Caliper, Strati Centerol Leader 8 TREE ROOT BARRIER: PROVIDE ALONG f EDGE OF PAVEMENT AND CURBS , o OREGON WHITE OAK / QUERCUS GARRYANNA: 2 f" Caliper (7) N WITHING 5 FEET OF CENTER OF STREET] f , TREES (TYPICAL AT ALL STREET rT TREES ® / (1)WILLOW OAK SOUTHERN MAGNOLIA / MAGNOLIA GRANDIFLORA: 2 1" Caliper{9} MULCH CIRCLE AROUND TREE \ I (TYPICAL) ' � ;� / � f 'r • I I YULAN MAGNOLIA / MAGNOLIA DENUDATA: 2 Caliper (T) (2)vnLLQw DA 9 WILLOW OAK / QUERCUS PHELLOS: 2 }' Caliper (6) �f� } Q 6r_W"tom•- LAWN: SOD, "OREGON TURF" PROVIDE A 6" DEEP LAYER OF PRE-BLENDED AMENDED IMPORTED CD TOP SOIL BELOW SOD (259 MUSHROOM COMPOST AND 75% SANDY-SILTY LOAM SOIL) BEFORE (3)SOUTHERN MAGNOLIAy/� \ • 3rY PLACING IMPORTED TOPSOIL SPREAD A 3" DEEP LAYER OF MUSHROOM COMPOST AND TILL INTO ~ N THE SUB-GRADE SOIL TO FORM A BLENDED MIX AT LEAST 12" DEEP. LIJ 7J , I NOTES: 7 '- 4 1. ALL TREES AND PLANTINGS TO CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS. PLANT IN Z I } ' 4)GINKGO fl ACCORDANCE WITH STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD LIJ (OLCB). DOUBLE STAKE ALL TREES. ROOT BARRIER SHALL BE PROVIDED AT ALONG SIDEWALKS, ROADS, CURBS, UTILITY BOXES, AND OTHER HARDSCAPE WITHIN 5 FEET OF TREE CENTER. Z Q (4)SOUTHERNI MAGNOLIAJ� W �- --\—--——��—a--- —F — �-[ a Q W ................ ..... ....... .....::.:: Lu Lu CD .. .... ....... f-;-----f----J' ---�;-- - - -� ---�-- l ---_ -�--- _ r DRAMw JDP 5 \ / IN, 4)GINKGO I \ ` ,�+ REVIEWED:JDP i (2) SOUTHERN MAGNOLJA (3)WILLOW OAK � / � \ R. Re%i: ,\ I I � 1 '� f t. Review Comment ` (I)YULAN MAGNOLIA .�] I .?. ReValons-4/7/15 .✓' 1 I I I 2 Permll Set-5/7/15 1 I I I ROOT BARRIERS--TYPICAL (TRIC POLLY SHEET OR 4 I (4) OREGON WHITE`OAK j . PLASTIC, LENGTH MIN 30", RUB R LINER EXTENDS " 1. ABOVE SOIL AND UNDER THE RB I" )SHALL BE y I INSTALLED ACCORDING TO THE ANUFACTURER'S I I 1 , �/ DATE: 05111=15 o SPECIFICATIONS V iEN A STRE TREE IS PLANTED I \ I - MTHIN 5' OF ANY HARD SURFA1 E PAVING OR UTILITY BOX, OR AS OTHERWNS REQUIRED BY THE , a PLOT: 05/11/2015 CITY ENGINEER. r - RETAINING WALL ri5T$q / I 1g 184 8 A /r 0 TRACT"A" N / 185 •.qyrE 'r N 1 ry!de RcI 1•• f (3) OREGON WHITE OAK WQ/DET FAC f 9 ..�... r 4RF:Gi3N ,i4r EXISTING }{` F I HOUSE :•: l i M: 8182. NO TREE PLANTING" ....r.� a-v.� .�a.clv.. 'I, 18 TREE CONSERVATION AREA- FILE:81Sf4-2-PLANT I / 1 WITHIN 10 FEET OF '. / CRITICAL ROOT ZONE 1' OF RADIUS PER 1" OF DBH WORK ORDER WALL SUFFER LINE 'Q ❑n-0 '- I ❑ p ir; 51 TREE PROTECTION FENCE(SEE L-1 FOR PROTECTION FENCING 1 , I � ] � ❑❑P 4 � DETAIL). JOB NVMBEId: ❑p❑O aaa. 1466 / k SEE L3 FOR STORM ❑ p 14� 7 SHEET TITLE + + 1 WATER FACILITY o o O TREE CANOPY PLAN 1 `�. 7 PLAINTING p D' 10' 2O' 40' 1, Morgan Holen, attest that o " ' QUI r. _ this Tree Canopy Plan meets all a -- -_ `------ 30-J _ bd \\ SCALE the requirements in Section 10, - I - -- A IE part 2, of the City of Tigard Urban Forestry Manual. 5508 " - .. .. I \ SHEET NUMBER �� ------ - SA Certified NdRTII 8dorg o.-Haters_____________- _--fied Arborist PN-67 45A LL7 �F 3 TREES LOCATED FURTHER THAN 30 FEET 5 FENCE �\ 16+00 Date, May 11, 2015 17+00 FROM CONSTRUCTION ACTIVITY SHALL NOT - - f- � REQUIRE TREE PROTECTION MEASURES. 1 µ STORM WATER FACILITY PLANTING LEGEND AREA = 5095 SO.FT.] ARCHITLANDSCAPE Y PERCIVL- L AREA INSIDE LOT = 5,096 S.F. - 1632 S.F. POND BOTTOM = 3464 S.F. WHERE TREES AND 2863 SE wnverlelgh Olyd SHRUBS CAN BE PLANTED. Portland,Oregon 97202 r / TREES REQUIRED: 3,454 x 0.01 = (35) 503 23i ogee mall.com SH BLACK HAWTHORNE / CRATAEGUS DOUGLAS[[: TREES PROVIDED = {30] 2 GAL. 06" HT. MIN.] - (70) RESTRICTION REGARDING NOT PLANTING f TREES WITHIN 10 FEET OF RETAINING N QA OA OREGON ASH / FRAXINUS LATIFOUA: WALL DOES NOT MAKE IT PRACTICAL i w 2 GAL. (36" HT. MIN.) - (11) TO PROVIDE THE REQUIRED NUMBER OF TREES. y ' P C PC PACIFIC CRABAPPLE / MALUS FUSCA: PROVIDE MULCH AROUND ALL TREES l 2 GAL, (36" HT. MIN,) - (9) AS NEEDED TO COMPLY WITH CLEAN WATER SERVICES (CWS) REQUIREMENTS. I, OSPR DOUGLAS SPIRAEA / SPIRAEA DOUGLAS& 0' 5' 10' 20 r r r r 1 GAL. (18" MIN. HT,) 0 24" O.C. - (106) Z 11� SHRUBS REQUIRED: 3464 x Q 7 SCALE 0NORTH 0.05 = (174) J m + + + NROS NODTKA ROSE / ROSA NUTKANA: SHRUBS PROVIDED = (360) RETAINING WALL WITH FENCE ON TOPL � 2.736)SFRSH + + + 1 GAL, (18" MIN. HT.), 24" O.C. - (92) 0 (1B3)SFRSH -44)RTDW• y THE AODT10NAL QUANTITY z OF SHRUBS IS TO MITIGATE Q (5660]RO$Sf/(T884)$AdBUL• {1,560]$L$ I FOR NOT BEING ABLE TO 0 I S T1 N G (65)NROS {1-65)aSPR, � RTDW REDTMG DOGWOOD / CORNUS SERICEA: PROVIDE THE REQUlERED Z USE ❑ ❑ ❑ ❑ ❑ 1 GAL. (18" MIN, HT.) ® 24" O.C- - (129) NUMBER OF TREES. Q F- 7 "NO TREE PLANTING" � ❑ Cr ❑ O ❑ WITHIN 10 FEET OF J �.r, �•.'' PROVIDE MULCH BELOW a � WALL BUFFER LINE + r . ❑' O �.17-p•❑ SHRUBS AS NEEDED TO . }.-•.+ .� �- SNOW 1 GAL, RRY /SYMPHORICA" OS ALBUS: COMPLY WITH C.W.S. LLj .}.� .,-r 1 GAL. (18" MIN. H7,] ® 24" D.C. •- (33) REQUIREMENTS. Z THE FORBS ARE Q Q SFRSH SOFT RUSH / JUNCUS EFFUSUS: BEING PROVIDED LL (6) PLUGS/B S1*Dl _ 6" LO) AT A SIZE QUANTITY THAT r w (f) chi PLUGS TO BE 1"DIA. 7 6" LONG WILL PROVIDE F I^ "I O 0 0 ❑ ❑ z SUITABLE J Q 00 a DENSITY AND ¢ �.- �• 0 0m SLSOG SLOUGH SEDGE / CAREX OBNUPTA: 100% COVERAGE Q-� C 0 (6) PLUGS/ SO.FT- = (1,560) OVER ALL = W P PLUGS TO BE 1"DIA. X 6" LONG AREAS NOT 0 0 WOOD AND COVERED BY Z I. "� GRAVEL ACCESS / THE SEED, 0 - LU Q�1 _ STAIRS Q BLEND: 50%/50% MIX OF THE FOLLOWING" SEEDING AND ' c-- ROSSE ROS51 SEDGE I CARER RO551: FORKS WILL I' y�❑ ❑ -� p'p. '- \~--FACIIJTY IR�ti ATION {6}.17 PLUGS/ SQ.FT. = (1,680) PROVIDE THE 7 O Ln WATER R PLUGS TO BE 1"DEA. X 8" LONG REQUIRED 100% - SMBUL SMALL FRUITED BULRUSH / SCIRPUS MICROCARPUS: GROUND L� (6) PLUGS/ SQ.FT. = (1,680) COVERAGE AS DRAY&: JDP ,Qf,l, BHP T+ - PLUGS TO BE I'DIA. X 5' LONG REQUIRED BY i CWS ATE ROUGH SEED-LOW GROWING NATIVE GRASS SEED MIX: REGULATONS. 73EwE+st a'JDP p pp p + APPLY AT 5 POUNDS PER 1,000 SQUARE FEET. REAPPLY, PROVIDE WATER, >zFwsED; p� ry u y AND CARE AS NEEDED TO FULLY ESTABLISH AND PROVIDE FULL COVERAGE. t-Resew Comment G 1-i CIH Bi •BH n MAINTAIN TO BE WEED FREE.] Reharons- 4/7/15 .. - 2, Permit Set-5/8/15 27)NROS DWARF TALL FESCUE / LOLIUM ARUNDINACEUM: 40% (BY WEIGHT) s.Review Comment FENCE {10)B (2)PC DWARF PRENNIAL RYE / LOLIUM PERENNE: 30% Aeuislany- 6/4/15 {2A (33)SNOW CREEPING RED FESCUE / FESTUCA RUBRA . SSP. ARENARIA: 25% 4-Revlew Comment 41)RTDW COLONIAL BENT GRASS / AGROSTIS CAPILLARIS: 5% Revislons- 5/30/15 (SEED TO PROVIDE 100% COVER OVER ALL AREAS NOT COVERED BY WATER QUALITY FACITILITY PREPARATION, PLANTING, AND MAINTENANCE NOTES OTHER FORBS, MULCH, OR GROUND COVER.) DATE: 0610812015 PLOT 05!0612015 1 PRIOR TQ BEGINNING PLANTING WORK, REMOVE ALL INVASIVE AND WEED PLANTS. PERFORM WORK PER 'CLEAN WATER SERVICES 7. DIG TREE AND SHRUB PLANTING HOLES 3 TIMES THE DIAMETER OF PLANT ROOTBALL AND 1/2" SHALLOWER. LOOSEN THE SIDES OF THE EXCAVATED INTEGRATED PEST MANAGEMENT PLAN - 2012", REMOVE AND DISPOSE OF ALL DEBRIS OFF SITE. HOLES. PLACE PLANTS PLUMB AND CENTERED IN THE HOLES. FILL THE VOID AREAS AROUND THE ROOT BALL WITH AMENDED TOPSOIL. TAMP AND WATER TO FULLY SETTLE AND ELIMINATE ALL VOIDS. PLANTING HOLE BACKFILL SOIL TO 8E A PRE-MIXED FULLY BLENDED Mix OF (1) PART COMPOSTED �O1STEq�d 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 YARD DEBRIS AND (4) PARTS EXCAVATED TOPSOIL. SOILS SHALL BE FRIABLE WHEN BEING BLENDED, AND THEN PROVIDE A 12" DEEP (SETTLED DEPTH) OF PRE-BLENDED AMENDED TOPSOIL OVER THE WATER QUALITY FACILITY AREA. THE 1 7n BLENDED SOIL SHALL BE COMPRISED OF (1) PART COMMERCIALLY COMPOSTED YARD DEBRIS AND (4) PARTS SILT-SAND LOAM. SOILS B. PROVIDE DURABLE PLANT TAGS ON EACH TREE AND SHRUB. TAG SHALL HAVE THE COMMON AND BOTANICAL NAME OF THE PLANT, MAINTAIN ON ry11 Gta� PLANTS UNTIL DIRECTED BY OWNER TO REMOVE. ,jJ0EPIRWAL I SHALL BE THOROUGHLY BLENDED PRIOR TD DELIVERY TO 'SITE COMPOST SHALL BE FREE OF TRASH ROCK OVER J" SIZE, UNCOMPOST'ED � OIaEeOr+ Rw WOOD, WEEDS, AND ALL INORGANIC MATERIAL. IT SHALT. BE ADEQUATELY COMPOSTED SO AS TO BE CHEMICALLY STABLE AND NOT g PLANTING SHALL 8E DEEMED "SUBSTANTIALLY COMPLETE' MEN: ALL PREPARATION WORK €5 COMPLETE; ALL PLANTS ARE INSTALLED WHERE INDICATEDM s�rp5 A��t`�, REQUIRE INPUT OF NITROGEN TO COMPLETE COMPOSTING PROCESS. ARE THE RIGHT S12E AND IN GOOD CONDITON; ROCK, MESH, AND MULCH IS IN PLACE; SEEDED AREAS HAVE SPROUTED, ALL PLANTS SHOW ACTIVE GREEN 3, COVER ALL AREAS WITH A 2 INCH DEEP LAYER OF COMPOSTED YARD DEBRIS. WHERE TREES AND SHRUBS ARE GROWTH; ALL AREAS ARE WEED FREE AND SMOOTH. WHEN THESE CONDITIONS ARE MET, AND WITH THE OWNER'S WRITTEN ACKNOWLEDGEMENT, THE PLANTED WORK INTO SOIL DURING PLANTING. WHERE NO TREES AND SHRUBS ARE PLANTED TILL INTO THE SOIL TO FORM A UNIFORM TWO-YEAR MAINTENANCE PERIOD MAY BEGIN. F1LE:6iSTL2-PLANT BLEND OF COMPOST AND NATIVE SOIL AT LEAST 6 INCHES DEEP. 10, PROVIDE WATERING FOR PLANTS AS NEEDED TO ASSURE GOOD HEALTH, VIGOROUS GROWTH, AND PREVENT ALL WATER DEPRAVATION STRESS. PROVIDE WORK ORDER' 4, PROVIDE 1310DEGRADABLE EROSION CONTROL MATTING OVER POND BOTTOM AND UP AND 24 INCHES VERTICALLY UP THE SURROUNDING WATERING FOR SEED TO ATTAIN GERMINATION, ESTABLISHMENT, AND FULL DENSE COVERAGE. PROVIDE FULL COVERAGE WITH AN AUTOMATICALLY SLOPES. ANCHOR IN PLACE AS NEEDED TO HOLD IN-PLACE. IN TREATMENT AREA PROVIDE HIGH DENSITY JUTE MATTING (GooJute Plus). CONTROLLED IRRIGATION SYSTEM. PROVIDE IRRIGATION SYSTEM WITH SCHEDULE 40 PVC PIPE, "HUNTER" BRAND SPRINKLERS, AND "MINTER" CONTROL JOB NUMBER ALL OTHER AREAS PROVIDE A LOW DENSITY JUTE MATTING {EconD Jute). VALVES WITH BATTERY POWERED CONTROL MODULES. PROVIDE 100% 'HEAD-TO-HEAD' COVERAGE. 1406 SHEET TITLE PROVIDE A 3" DEEP COVERING OF 2"-3/4" SIZE ROUND WASHED RIVER STONE OVER THE POND BOTTOM AND 12" VERTICALLY UP SIDES. 11. PROVIDE SUPPLEMENTAL MANUAL WATERING IF NEEDED FOR PLANT ESTABLISHMENT AND HEALTH. WATER QUALITY INSTALL PLANTS THROUGH THE ROCK. FACILITY PLANTING 12. SEE CIVIL DRAWING FOR LOCATION OF WATER METER TO SERVE THIS AREA, PLAN 5. PROVIDE A 3 INCH DEEP LAYER OF MULCH AROUND ALL TREES AND SHRUBS. PROVIDE 24 INCH DIAMETER CIRCLE OF MULCH AROUND SHRUBS AND A 36 INCH DIAMETER CIRCLE OF MULCH AROUND TREES. KEEP MULCH GRASS AND WEED FREE. MULCH SHALL BE MEDIUM 13, PROVIDE MAINTENANCE EQUAL TO OR MORE EXTENSIVE THAN INDICATED FOR VEGETATED CORRIDORS 1N CWS MANUAL REQUIREMENTS. TO FINE GROUND FULLY COMPOSTED COMMERCIAL YARD DEBRIS MULCH. 14• VISIT THE SITE AT LEAST TWICE A YEAR AND RECORD PLANT SURVIVAL RATES, REPLACE ALL PLANTS THAT ARE DEAD, IN POOR CONDITION, AND MISSING. RESEED ALL THIN AND BARE AREAS. ERADICATE ALL WEEDS AND INVASIVE PLANTS. AT LEAST 80% OF PLANTS SHALL BE LIVE, HEALTHY, AND SHOWING VIGOROUS GROWTH. FULL COVERAGE SHALL BE OBTAINED OVER ALL SEEDED AREAS. SHEET-NUMBER 15. IF ANY PART OF THE FACILITY HAS SILTATION 3 INCHES IN DEEP OR GREATER, AT ANY TIME DURING THE THREE-YEAR MAINTENANCE PERIOD, REMOVE L3 F 3 THE SILT AND DISPOSE OF MATERIALS OFF SITE. REESTABLISH INDICATED FINISH GRADE. PROVIDE REPLACEMENT JUTE MESH, STONE COVERING AND PLANTINGS OVER ALL DISTURBED AREAS- GENERAL REOUIREMENTS CAST-IN-PLACE CONCRETE JCONT.] GOVERNING CODE: The'Inlemetionol Budding Code.2012 Edition,os adopted oed rrunci by the ritT of T"shod gown deign TE57HG ANO AGCFPTAteCE �� and eomtnrctiee. Tss6Ra= fa6laln.amp[ee and rnnducl lash in accardaace with ACI 301 Sec 1.6.4.2. Adtitiamol xompFea may tie requ'red to obtain 4 - Refnencr to ASTM and ogmr Standards inCarywalm Nix elandords Wto the cantrocl ms Hough included in mereh alaengths of-throb ie loots plan shown below, F W!u acceptance is the o,Top elrength o1 the two cyfn l their cdirerty. Referenw to o specific Saliam apes rot NIFM the CWtFMtar from C-P6maa with the en8re Standard. The IDW !algid Yl the spacifKd teal ogr. eailion el the standard shall he used unless o epee data N mead. Q. �p DEFIN iM: The Ipaawing definitions rover the meanings of certain terms used in these nniea: Mala and Cure 3 rylindud fo*28 day lea'age. Teat arm at 7 days and 2 at 28 days. Mc tone: S[rength is mliafeelary if: 13 E7tl7�3 Stab! •-Acbited/Engineer-The Arehitxt ow the Ea$nmr-af-Rmced. ave (l] The raga of all xela of 3 vonletuliie tests equal or e%psad vagi specified s"lh. -'prepared by a Speriady Structural ENwusm--Praporad by a underthe direct superakion at a Specially Structural Engineer ;]Ho irdiAowl rest rolls Lehr the SpaiRea strength by more than 500 psi (SSE)with n structural k.-issued bythe Stole of Oregon. Sebmit:,shell be stamped and sipadby ha SSE u --SubmO for retia:-5ubmit to the ACM1ile<t/[ngineer for rnvew prier to 6dx5tolion a conalnrclion. CONCRETE REINFORCEMENT J x UM EM P Notes on the individual drowii garnet a tr nate.oo Us saes REFERENCE 51%W S: Conform to: J N 2Fr_IFICJ1TMr Refer to the specEr aFiens for illlamolion in addition to that rontginel in theca mt.and the structural drapings- (I) ACI 301-10 Itandard 5pecificatiom far SrNmturol Concrete-,Secllan 3'Peinforcemenl and Renfaneemm{Supports-. a Y7 N P STRtJMRJL EET,IRS: The ilrurtural drawlnge ore intended to slave the genera chaacter and a%Amt of the praj.L 71M Yrs not (2] � Mw �I nstalDalicng lwdwMolual•including ACI 315-98 betoR6 oM DelaiEng of Concrete Reinforcement ^� x intended to Sha.a detaae IN the work. On4aie naiad*ypicat'apply to similar vark ewo 0-1 the project aril%doled separately, (1] CR51 MSP-4 1muvE of Slondv+d Praise. (4] MPSI/ANS 01.4"Structural Waling Code-Reinfoming Stet'. g & E Refer to the wthi[enrd tadRaetngs for mlorM ma mnUom including, t IhNieel.to:dimemione,&-owns (5] 18C chapter 19,'Camaete'. ��e cl slopes,door and window openloq%non-bearing erode,curtain.ars,stairs,ek.olw3,earbs,drain,,depreneicns,rai'v+gs,+Werpraeng, (6) Ap 316--p8 and ACI 318R-W, W r•+ `� �o cla INFO ea and alh.nondWclural items. m ,0 aorrtru r- Fara}onFA to AC!301 Sec y,t,}^SuyniUaW,data cid drawings;Submit placaq drawngs slowing fabrication dimensii m raimfi- P.ns 2 Y O bi TM1G apuclari eryp�mu i3 rcsponsiera iw the slrenglh cud stability IN the primary 3lruclure in its And Mention for plaeamenl IN a rwinfue.en.nt nd a find pports. ch su wmpleted tam. 'rjr �e as°P r The camlrociar is renporsiDoe for the means and methods of construction and all job related eafaty RriAere' Baa ASTM A$15,Croda 60.deformed hoz. lin S N a 35 ilandad5 ILe.05riF]. Fre la resppnsble!a Aha sirenglM1 span stability IN the aVuclur<Qarinp can3lruClim. Me shot protide temporary v5 0 FJ . A"y shoring,brGang pool other elements requited to moudo:n stohifty uetl the slmclure it Complete- iL is the caotractar s rwpaaibility to Bar Supports CR51 MSP-1,Chapter 3'bar Supports. o be familiar with the work required in the cothdructlon dopumments and the Requirements for executing R properly. The roMrxtar slot Tie fe 18.5 gage or he0r:er,akcJ<cMeoled. a � a his daoretlam emptay an Oregon State rimptered aVucwrol euprocr for design of tompmary txoeing and Sharing, e' a. FABRMATIDN: Cmfam to tills 301,$a 3.2.2.'EabFcotion;and ACI SP-6G'AL1 Defining Monod-. ➢ Atlf�S: In Case of dixrepancies between the spmili gnome,reference stand-ins and fila governing code,the An9a$ecl/Engiaer r��A Rte+ spin detertnfma Wch'seas goseni LSserrpone-shall be bmughL to the allenlion of the Hchilat/Engineer before proceeding with the 1121.3CRn' Baa shall mt be welded unless aummitad. When authorized,conform to ACJ 30).Sec 3-2.2.2 1EidElld aid prmlde AFN ell l work. A70S,grade 50 reeifwcemanl. SITE VERIFrATk7N: IDs contractor shall-Ty all dimensions and candidate;at the mile. Cmfkts beLween the droeinga and ad A 7e PJ.AARS Carl"to Aft 301,See 33.2*Placement Placing tgreranpea shalt conlarm to IBC Sac 1907',5,placing ROilMaaemAM.' condition shad be brought in the attention of the Arcliftet/Engineer before procee6ng pith the wwk. COMRETE COYER; Conlorm to the foAowing cover requirements fora IBC Section 1907.7 ons ACI 301,Table 3.8.2.3: C016'MUCM UICS: Loads on the sduchae dining nslruclion shoe not axecod the design Ponds m naled in OE51GN REWIREinERTS Capered cast tial earth 3' be m or the coporRy of purlioRy completed construction. �' Concrete axpoaad to eodM1 a weather 14- 411'lCENT IJIMEc•Theconlroclar shall 6d"-the location d all mjaccat uneergmuolI wiLlitin prior to excowlion. Any ulity infwnalion ehowm an the draeinp and details we oppro-mote and not nmesyarily rample W_ "SPICES: Carlmm to ACJ 301,Sac 3.3.2.7.Ruler to'Lop Spllce Schedule-.1/54.1 for typical Splices. Spaces Shown all a1&v9dual ihmly mfkol over the schedule- Use Claes 8 3ptlrea unless paled. Mechanical walectiom may be used when opneowd by khe ALTERMTES: ANemaies for spelled Remi may be s bmRlad to the Archilect/Enginrar for reelow, Engicar. FIEU 8ENDM Conform to ACI 391 Sec 3.3.2.8-"field Bending or 5trefghI rm q Bar vires j!3 9wough 15 may be field pen!cold CV MLS AND FOUNDATIONS the rest limn. Other baa mquire p eheodng. %not twee bars. RFFFRFNCF STW@Nr1S: Conform to IBC chapter 18'air.a rccedatiaa: REOWRED SPECIAL INSPECTIONS 6] SOLS REPORT: RecemmenaaR003 eQntai m fi Geotxhi6col Fngine-iiig[Upon Corbin Erkirb"No.15-3806 by Geopaalie Engineering, i l HgXr.ryytG- An conalnceldon a euhjsc[ a nspecon Y the ung Reiol n mcardence pdh IHC Sec 110. The conlralor shall r^ cc ka-dated May 14,2015 were used I.design. itiM1elBuilding 0lV J USOIL ❑ coodinak o3 remdned iwpatinns with Ne Building Offir�vk W J ,te6 ltd-ify The Sells Engineer sholl upport ole prepwed sod timing Fwfowe prior to eider.end o1 concrete and reinforcing Q sleek and verify that sella ore odequala to support Me Mowohle FamdtSon Pree3are fawn below. SPEfde Ipecial T*Nqinspe In addition to tni inspections rrquiM in IBC Sec 110.the. Tit or nbudw eha8 dfplry Sakai inppeca a d pravda special nspectiom duffing ronnMLCllan at sumnaonned�n me fdbwirnq lohks. the contractor faoE prorldr eufficimt rotica and OFerm ori cure vagi, =s for Ne Special inepettar W pef arm these spacial inspedions. Allml.bla Foundation Pressure 1500 PSF (1/3 Inerense Allowed For Selemec) Pamirs Lakrul Pry�ure 320 PSF'FT I}Items Wit an Y sha8 be inspected in oc-Aaaca with IBC Chapter 17 by a qualified epecior impactor. 2]Continuaus speai impm tionrt nm Met the Special impecNr a R of of times abu Ang Bre wok requiing speai Active Laierd Pressure[urmlroined) 35 PSF FI inspecii - Pniodc special it pedic.-ane thel the spacii irrspala•la oe site at Orae ii-ah neeeeaay w coma moi the Coed tent IN SGdng Ffiatian 0.45 work requiring special fnapcction is in comptiancr. W FOOTING DEPTH EAeM1v perimeter footing:sball bear not kae than 18 inches below finch grade,or by the geakehn;eW engineer and 3)Ariy dinnspowied found ducin special inspection sloe be bright to the immediole ottenfion of the cantroator for corniction, if7 Z W the but"official. diecrepanchi am mn ol connected,notily the bin kfing cif iol and ArhN.&JEngineer. 4 - Q REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS CAST-IN-PLACE CONCRETE MSP�cTION REFtIRNCt Conlon tw sffucrIAVEM IBC VOCE 0DV_.$TA%r)R0 FREOe1 NCY Re"Fl3tS (1] CO All wncnet.sholl be mixed and placed in accordance wilt AG 316-11 90118 �° P.&* T (2]ICI 301-IB rapmiGwbons for 5trucitiet Cionerele: VERIFY FDMW BURK UJ (3)K Choptu 19•Cpacrele-- CAaAy A SLI18GRN1E xiw I H1'hE GEOTECHNKJg.EHv7lEER U PeLr PR£.PAILL110f!FOR FILLS Ft'w REFERtr : Neap in maboulce's field ofrwe o copy i ACI Fed Ree-en--I.SP"t5(10].Stmdord Specifiieolions fa FILL if ERIAIL 1F&ICJlT10R 1784.1 G£OTECHIvick REPORT xlai 0 Slmelaml ikncre4e[ACR 381]wish Selected ACI and ASPM Refemncaa'- FRL PU,C81F77f k cORP,VCikltl x{e] Conl-im to ACI 301 Sec 4'Concfete Mkkvd. MT TFYC�WE55 XM {� )� Conform to Aa 381 Sec 4.2.1 *gp[aiis•dor mWolmm mis foc eneenbDoua malrrioes,oggregotes,miring iota and [03 Periotic:costal kuvacliom freanna oma dminq m be defined be'I iatmrma depla�fK91- r odmiFlures. REQUIRED STRUCTURAL SPECIAL INSPECTIONS eitaumuq Provide as sabmigals rmaimil by ACA 301 Sec 4.1.2_ Submit mix drsigna for each mk in the tnhEe below. INSPECTION EYFFIEM.lATE18AL nwC COPE COOEtrSfNk0A;D FREQUENCY REMARKS TABLE OF!rix CE_9GN REoueREMENfs ca%ewoa Rr'_ GENERAL NOTES uembnr ypr whom a Yac a% CLNLRETE Tell Fqe Aggr. W/C CanL 1704.4 ACI 346 l.3.2.0 Roto _ ROWORCK SEL 19134 ACI 318 7.5 x REVISIONS anaatans RetS:ini Wella 1 1704•A YFFKl1lC USf OF REpfIRFfl 1904 ACI 348 1.3.2A Mix Design oven: S] $905.2-4 ACI 316,CNAPIER 4 x 1913.2 ACJ 31B 5.2-5.4 (l) W/C Rollo: Wutm-cemandtious material ratios shall be boded on Ane Iola'veight of cemenkpmus noterioh. Ratios not shorn 1913.1 in the Ioble abon arc amtrallind hP A cA regmrmanta. 1784.4 ACI 318 1.3.2.9 COXCREFE � ]1105.9-10 ACI 318 5.9-5,10 x [2] :)Th. Gonias[" SPELW IN5PEUQNS APPLY i0 a)ru um st sty ed i other potadons, po}arae,or slog tend lantana er ACI 301 Ser See 4.4. 1704.4 Sft1PE,LOCAMN&Olk ENSJONS h}For canttats used in elerottd Hoofs,poNond semen!content shall aonfam to ACI 301 Sec 422.1. Accaptarice of rower YEiIFiGTIOH#FORMWORK 1906.1 rel 318 6.1.1 %[e! #f3C41cXtETE MEY_ER 8011; cement content is wmiiyent on pfarid+g auppifteng data to she Achlleat/Engkaeer fa reriaw and oeceptom e. OR O (3)Au CaMad: conform to ACI 301 Sea 4.2.24. Hpeiaonfal etterier Surfaced in wMact with Da baa requi-entrained air. Use REQUIRED TESTING for SPECIAL INSPECTIONS moawate exposure. Vertical e#efar surryan regpYe modivale elpaeure- Tolerance is t IPA tin content shil be meoswea 1NSPECTKw of pain!W pkwsmenL SVBTEMa MAIEWIg, I I ill CODE COOEcr STANDARD EREt3l1EhCY MMAFf5 (4)9afnai Conform to ACI 301 Sec 4.7_2.2. 51amp gp7 he dalem,imed at pint of placement. REFERENCE RFSTiFENCE CerNw+,p PcrX.& (5]Strinkaga LvniL Conctak dead in ehraled Raba and beam"have a Shrinkage Smit of.8452 at 29 day.measured In GuluatE PROJECT Na 704.4 EACH 150 NOR AHTBFATE SPECIMENS AT TIME aardmiee wRh ASPM 0157. Coclim STRENGTH i905.S A5711 C.10CT LESS THM EACH CLYICRETE 5 PLAOEO 15.032 rc (8)Chloride Content: Conform to ACI MI Sec 4.2.2.5 and table 4.2.2.6 for 011w Reinforced Conuale Canslructlon-. 1701.4 5000 5F OF 51116 LtiWCRETE SWa1P i90s.s A5Ti1 C143 OR ANLL PIA,CEO BY: FORSWORN; Cant-to ACF 301 Sec 2'Fo-sad cud Form Aecesseries. Rpmord at Forms shall con}arm to Sec 2.3.2 ercapl EACHI OIY JLI) strength In7Catad M Sol 2.3.2.5 shed be 0.75 rc. DATE: MEASURING YOakC.AND)EINEhY: Conform to AC'301 Sol 4.3- 06-23-2015 Conlonn to ACI 303 Sc,5. ElAKMM REA15: Position and secure in place expansion joint material,unchas and other suuatwW and man-structrral embedded itebefore placingns ev g in rela- Cmiragtor shelf refer 1. mechonicIN,electrical,pWmbing,achhulYrol dm'+ings and word-m orole for SHEET NO:ms other embedded items. SHRINNAGF: Conuele Slabswill continue In shank oftu Initial placement of ca-rate. Contractor and cubcomtraetor.hall mordmaie jolnRMg and interior mote-iol linisloa to prorida odequat tolaracce for e%yecled eWelural frame Shrinkage and W.11 include,but not be S1 .1 limited loo: curtain wall,drpk.atom rat.skylight and c"suppders. Conmci Fngner fa expected range of sMnkoge. a. u La Z,o cn c C i I � '�,__. yr•:f-'.f.%//J,'/.�%•/r/ r��ril•i!•:ii r.1ii.� �. I I Q� s m o I I � SPE D TYPE OG 1WL F I 1W 9.5 FG 1 ` I � I- --1--------Yom/--------- -- - 147.0 7W fa - 1 7.7 TP 196.3 iM 35 FC 1 3�FO -� 1s-01w FXlrrtNG ------------- _---- -- I III Nn 10.6 R, TO REMAIN HOU5E 1963 � I1 I I w J 1 o 1 I ; ---------------= --i 0 11 5.3 nv v! fI 0 I I Y 1 \ ! 1 c `-`------F-1-- " L � ------ - IDWlIco ' U 3: f J J \\ O f 596.3 N \\ o V__- -•_' ------ --------- ! 19$-I } \ 195-7 F✓; 1 ' 9 _� a � -- �.- - - - o —o-�❑ - \\\ ` \\�------------- RETAINING WALL — - - a ❑- -� 326.20' �\ '_ PLAN l \ FIETAWING WALL PLAN NOTES: �\ REVISIONS EXIST]NG r; 1. RREffRu4CI'S5 s FOR E71O RAL CERMR L 4M.DESIGN CR HMk 4. C=IrQWES 000MIE R909041001.CN CONC FOQTING• RETAINING WALL PLAN I 5. REFEFekC€CIVIL DWAPANOS FOR WALL LENOf15. \ -- it CWFACTOR TO FEW VERIFY CYEHMNS IINDOTED, ND11FY i L^nG • FNGMEER ON RECORD PRIOR TO CONSTRUCTION IN KW CCND1110Ns 5. ,-z-.I 3ECDON CUT-DUAL NuuRE"EET NW16ER- \ DIFFER FROM THOSE SHOW NTRO%FO Yflli.LLENCIH(SEE NOTE 11 7 REFERFJICE 54.1 FOR Tf%N.DETAILS `------ r wurrpE � I ------ PROJECT NO: 15.032 9Y: —N— .ILD DATE: 06-23-2015 SHEET NO: IO. 2V S2.1 SGLE 1'=10'-D" 4d OR 2112"1118 ALTE81Nh .,1 orlEcrgll DF ^�r� sPucE yp• 4S � HOOK LYP H�IJ A[ LE77CM � O i D FOR&RS TO yY O —�— ✓18P _ WTCH 9[E&SPACING 0=6d FOR�3 THRU�B _ - OF NURIZ RONF TYP D=8d MR)9 THRU i11 CINCHES 8ER5 iD 8• ALL FFJNF FJLCFFF COLUMN TIES 6 B�AJR$TiFtliUPB fALFCH SIRE d: SPA.CRIC OF CROSS & & >zaf16 WALL HORIZ RONF >EMMRCFO caxcNERs CROSS WALL jf ! I DNCRETE OR CMG WALL RONF PER NAR W CW�B 6d FDR s THR i s rc II I DETAILS. NOTES TY11 S. LM1K 115.k V me Go- 12d FOP. 6 TI'. a. � � II �.I 4a'HIXb2 RWi TO WTpH SIZE s U x k=30[pd 9D' 135' O w 180' lNTERSEGIIONS CORNERS I 1F ----f.•. SPACING OF WALL TEMP F8NF TYP irni I5 28 37 tD 6d FOR 3 THRU 5 ` _ K=A00[Vd 12d FDR 8 IHRL1 R HOOK 11P ff "' H — __ w DOWE15 i0 IV,iCH SIZE k SPACING DFd ST . SPLlr I1WLL TEMP REINF TYPi5 2A 32 D 0 j n ]! a 2 Z i s DOWEES ZE FV CORNIER MI`6 TO '•' I SPACING OF WALL VFRiTCAL REFHF ITP MATCH SLE&SPACING _1 — 21 n m GORRWpq INE 10AyNEDLWERIpICdiE 11EOpLn! S�WIP . + OF HIM REINF TYP „ �- 1 z 3 m°~`+ E STEEP!l5 PDSSIRLE ,1 TIM w 7 90 al t35' 9B' 1 18O' CORNER 8AR5 YC DI)YW SO LATCH 1 a 1x Lt a nom. o o J� 0 I WATCH SIZE& 5� + SIZE 9 SPACING OF =I —T•, I ? rn ,I� oR EPACWC OF CROSS 'y �� K70M REM PFR v sg _ 3•y� WALL HORIZ nNF TYP R.`_ l PLAN TIP yCROSS WALE ON PUNS t um OR coum CFp66Im V 3 C D.4d FOR 13THRU$5 INTERSECTIONS CORNERS Y D=6d FOR 6 THR11 B NOTES: e a VALUES NOTE: FOR ONCOAIEO REWFORCING AND NOINAAI WEIGHT COTACAETE WITH CLEAR d SM DLLMpETQt 0•.BkTA0�9N11ESER MS 1- REF I.LP SPLICE&DEL'T3pPLEHT LENGTH SCHE1111f FOR RNMED SPAR LLHGINS. SPACING?tlD,CLEAR COVER>d6 AND MINIMOM STNiRUPS OR TIES TRRDIUEARi Ld 2. REF ELEVAMONS,SECTIONS,OETMIS.8:GEIIERAL NOTES FOR WALL REINFORCING, Y1 OR CLEAN SPACING>2d6 AND CLEAR COVER l d6. 3. AT FOOTING A STEM WALLS,CORNER BANS TO MATCHHUDTTHG R SFETI WALL HOHIZ01fFA1 RARS LAP SPLICE&DEVELOPMENT LENGTH SCHED STANDARD HOOKS&BENDS TYPICAL CONC WALL&FOOTING CORNER BAR TYPICAL STEPPED FOOTING DETAIL 4 REF CURTEHT ACI FOR REVISIONS TO STANDARD HppNS 3 KENOS SCALE:-1 � - — SCALE:NIS � SCALE 31•-1'-O' FIHISXED GRAM F ALL L/GRADE dhL � I I`' PER OML NMI[� II .IIIm�' [w�AEsf RETAINING WAWFOOTING SCHEDULE —� fi--1 [V PWALL HORIZ ER SCNEOULE HF L Ti=--131-1 I T— WALL H WALL N6INT FOOTING RFUNF _ 1YPE LGX TOE is HEEL L! 1'IIfr HORN 1FAN'14ASE LONLTR811HAL �} 575 9 A 7•-6' 2'-3' B• 2'-2• t'-D'• i5 AT 55•DC i5 AT Ir OC i5 AT 18-OC [6]15 rn .._O.* R S•-6' 1'-A• 8• 1'-10• 1'-O' i5 AT 18'OC 15 AT 18'OC i5 AT 18'OC t4}15 VJ w O WALL VERT REIHF PER -- C 6•-9' t'-LO' 8' 2'-1• I•-O" i5 Ai 18'OC i5 AI 15'OC i5 Al 18"OC {5]15 W J ❑ SCHEDULE[NOOIf OffrO TOLE AS SHDWHJ O 2'-T O'-8' 8' O'--8' I'-T i5 AT 18'OC 15 AT 18'OC 15 AT 18'OC [2]05 OETENOD1e POND E I'-9' O'-6" B' O'-6' 1'-p' is AT]a•OC fs AT 18'OC i5 A 18.OC (2)15 FINISH GRAf1E F GRA➢EPROME FREE-DRF 4•-6" 1'-2' i'-i• 1'-0 8.OC i5 AT 1 15 AT 18'OC 15 At 18'OC [4]i5 VNIES PER CML Ii- L PER SOBSS REPORT B' -JI J xc s'-sj'-i- s' 1'-I' 1'-0' 1 is AT IR oc is AT 1eoc is AT 1a'Gc (3)isRRaRcDRAIN S'CLR PER ui - 11 ZZ ¢ FDOIWG LOHGRFUDWAL ['[= RONFDRCEIENL PER SCHEO'UIE w • FODNNG TRA'15VERSE RE1NF n{IM r. JII—'Cr'111='F----T - P1 SCHEDULE O LU CD DONT i8 COMPACT SIRILICNRAL FILLA OR COLEERENT NATIVE 501E U TOE LsIlEE, PER GEOTECH 0 NOTE: CORFRXTDR to DMRE RETAILED HEIGHT DOE.NDr EXCEED INDICATED'H LM'VALU- uj DETENTION POND CONC RETAINING WALL SCHEDULE �1 r l � RETAINING WALL DETAILS REVISIONS PROJECT N0: 15-032 BY: JLD DATE: 06-23-2015 SHEET NO: S4.1 CORBIN ESTATES BMP MATRIX FOR CONSTRUCTION PHASESII � MA81 LAIIHY >R>� FINAL. ODES MFA,1NFIt EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES " 16 01�A°10 IINNRALLATDN 00187i0N aTABr�A IeR IOCT.I.MIAYs,srN o - -- - - •- epAaTAALnNr.>ti 5 S 1. All PERMIT RG'ISTRANTS MUST IWRDA NT THE W.FNHAHE TO ILPLEIEIFT ANY OF THE CONTROL L&ASURtS OR PRACTICES DESCRIBED N THE ESCP i5 A VIOLATION OF pmpyEmAmy etom THE PERMIT.(SCHEDULE A&A) Pnnvwcweicara+s x % & SWM D NA 2 THE ESCP MEASMHES SHOWN ON INNS RAN ARE MINIMUM RECUREMENTS FOR ANTICIPATED SITE CCINUTIONS, OURING THE CONSTIMUtTION PERIOD.UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APRICABIE LOCAL STATE.AND FEDERAL EMIL H AND SEDIMENT CONTROL REGULATIONS (SLCHEDIAE AB0.11.(1](0 Wnrrrc % L x x x ly 3. S EIMMON OF ALL ESP REMSONS IS NOT 1EOfAlED.SUBMITTAL OF THE ESCP BE ASTONS FS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY RMON TO DEO NerawRnlx x 5 AMI ALEUT.(SCHEDULE Al2.C.N) RNEOAArmrTrWVNLHr=Le1n x A x x 4. PHASE C.EARNG AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED IRACTRF AREAS FROM EIECOMNG A SOURCE OF EROSION"(STHFDUE A EEEmmw ^z x x x x x &G&fIHD]1 o1lei z SITE 130NITA 6 p(NTEY;WKAND PROTECT(BY FENWNG OFF OR OTHER MEMS}CRITICAL RPAND ANAA AREAS AVEGETATION NCUJD1HG IMPORTANT TREES AND ASSOCIATED ROOTING 1Nr rca lrm x A MISS.AFD VEGETATIONAREAS TO BE PRESERVED. CHATIFT VEGENIM BUFFER 2Cf&S BETWEEN THE STE ANO SENSITIVE AREAS(t0.,ETHANES],ANO ODER AREAS 10 UI BE PAWYEO,ESPECIALLY N PSINETER AREAS. (WkDUE A-"I.(T)A(2)) FDAeRre mfflLPa LD N S. PIESEAVE E1651MIG VEGETATIpN WEEN PRACIMAL AND FE-VEGETATE LEEN AFEAS RE-VEGETATE DPW AREAS WHEN PRACTICABLE BEFORE AND AFTER QUONG OR amANxAIRN Q CONSTRUCTION.IDENTIFY THE TYPE OF VEGETAIFVE SEED MIX USED.(SCHEDULE A7B. 0(1)AND A-7-B.111(3)) rtTRIeN S 7. DID"AND SEDIMENT CONTROL NEASUPES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE MN BEFORE VEGETATION IS CISTLNBERD AND MUST REMAIN N PLASS AND HLkrEAVA[c'INM x x x F1 Ea SW BE MANTAIFED,REPURED,AND PROMPTLY ENPUNDIFED FCUAWNG PROODDURES ESTABLISHED FOR THE DURATION OF CCISTR11CT101I,WLMOM PROTECTION FOR ACTIYE E ROE 5 N STORM GRAN INLETS ANN CATCH BARNS AND APPROPRIATE N04-SRRMWATER MIU70 CNIROLS. (SCHOOL£A7.D.1 AND AA.C) �'e^TM P SW SATfLEFi S7 & ESTABLISH OONCREiE muCN AND ODER CONCRETE EQUrHE+T WASHOUT AREAS BEFORE BEWNHG oMM-11 WORK (SCHEDULE A&CL(6)) P 9. APPLY TEMPORARY AFD/OR PERMANENT SOIL STABIUZATIOL IEAsuitu NMEDFATRY ON ALL DISTUNW AREAS AS GRADIN'PROGRESSES AHD FOR ALL ROAMMYS NCLUDN NT ON OR GRAWEL RDwWArs. (SCHEDULE A-RCL.(2)) calenlLCTlseBnwrE -z T x x xa J 10. ESTABLISH MATIEk AND WASTE STORAGE REAS,AND OTHER NON-STORMWATER CONTROLS. (SCREDUIE A&CI.(7)) n TmoTL x x a m 11. PREVENT TRACKING O SEDIMENT ONTO PUBLIC OR MWATE ROADS USING BLIPS SUCH AS;GRAVELED(OR PAVED)EXITS AND PAWDNG AREAS,(RAVEL ALL UNPAVED ROADS yarAra na11L1erM J 0 LOCATED ONSITE,ON USE AN EMT IRE WASR THESE BYPS MUST BE N PLACE PRIOR TO UHO-DISTURBHC ACTIVITIES.(SCHEDULE A 7.DJI.(1]AND ILB.c Kq 12 WON TRUMIG SATONATEB SOILS FROM THE SITE EITHER USE WATER-ACTT TRUCKS OR WALK LOADS OW 9TL(SOEDMIi A7.0.11LM) onlex 13. USE SIPS TO PREVENT OR ML�q SM5MMATER EXPOSURE TO POLUTANTS FROM SPILLS,VEMICIE AD EQUIPMENT 11M.10G,MAINTENANCE AND STORAGE;00 Q.EMWNG _ �� r AHD MAWMWI E AMMIES;AND WASTE HANDLING ACBMTES THESE PO LDTAHTS NMtIGE FLET-HICRAU C FLUID,AND OTHER 0.S FROM VEHICLES AND MACHINERY.AS rJ YELL AS DERM LEFTOVER PARTS,9CLYFRISL AND GLUES FROM CONSTONCIKRI OPERATIONS (`XNWULE A-7. (2)) HALW/alE SW DUFUIAM_BLL___ }i. YRBIABIT THE FOI.OMERG HIPS WHEN APPLICABLE:1RrXNI SPILL PREVENTION AND FEEPCN:.E PROCEpURES.EMPLOYEE TRABNG ON SPIEL PREVENTION AND PROPER k x 1TaINre X c4•z,., $ds DISPOSAL PROCFOIEES.SPILL PIIS IN ALL VDAMXE$,REPILAR MAINTENANCE SCSWVIE FOR VEHICLES AD WMCBAERY,MATERIAL DELIVERY AMD STORAGE CONTRms,TRAIWRG , } AND 94UJ7 AND COVERED STORAGE AREAS FOR WASTE AND SVPPIESL(SCH A 7.EM.) aa1E><rnqucrinwuur+r�A - a 15. USE WATER SOL-BMW AOM CEL OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID RIND-BLOWN SFA.(SCIEDI A 7.B"!) T6. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMIQUATBONS TO MINIMIZE NUTRIENT RaE SES TO 91RE9E WATERS EXERCISE CAUTION'AMR USING DME-RELEASE FERTLHERS WITHIN ANY WATERWAY RPAMAR M. pC TAU A9.DN) L H7. F A 51OR IWATER TREATMENT SYSTEM(FOR E LOPLE•Ei,E)CTR�GDAGULATOI,FLOCCULATION,HLTRATIOA ETC.)FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPMTIOR AM MMCVWME PLAN(N,�C-,L�U�GNG SYSTEM SCHEMATIC,LOCATION OF SYSTEM,LOCATION OF INET.LDCATION 6 O9CLU,RGE,DNStlUL�OSPERsOH DEVICE DE9kH,AND A SURM WAN AND PRErywI+� BEFORE OPERATING THE TREATMENT SYSIELL C13TAN KAH APPROVAL BEFORE OPERATNG THE TREATMENT SYSTEM. --SIGNIFIES BLIP THAT WALL BE INSTALLED PRIOR TO ANY GROUND 08TUHBINC ACTINTY OPERATE AND MANTAIN THE TREATMENT SYSTEM ACCORDING 10 MANUCACTURER'S SPECIFICATIONS, (SCHEDULE A9.D) REFER TO QEQs GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF 18. AT THE END OF EACH WYORMAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BODS MUST BE NPLEMENIED 10 PREVENT DISCHARGES TO VICINITY MAP NOT TO SCALE NORTH SURFACE WATERS ON CONVEYANCE SYSTEMS LEONG TO SURFACE WATERS(SCHEDULE A 7LIL(2)1 AVAILABLE BMPs. IS. CCNSTRUCTHON ACTINTES K13T AVOID OR MINIMI7E EXCAVATOR AND CREATION OF BARE GROUND DURING WEF WEATHER. (SCHEDULE 2a. SEDIMEHT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REAVES ONE THIRD OF THE ABOVE GROW FENCE HEIGHT AND BEFORE FENCE REMOVAL (SCHEDULE NARRATIVE DESCRIPTIONS .. Al-C.1) J 21. OTHER SED19ENT BARRIERS(SUCH AS OOBACS):REMOVE SEDUERT SORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT,AND BEFORE BMP E%lSANG SITE CONDIACNS ❑ REMOVAL (SCHEDULE A9.0) 2 ROUSES HATH DRIVEWAYS,GRASS FIELDS AND VARIOUS OUTBUILDINGB. 22 CATCH DAmrt,CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT BASINS AND SEDIMENT TRAPS:REMOVE TRAPPED - SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY TIM PERCENT AND AT COMR.FRCN OF PROJECT. (SCHEDULE AS.C.D 8 IV) DEVELOPED SITE CONDITIONS 23. WHIM 24 HOUK SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTIDH SITE,MUST BE REMEMATEO. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE Z AND IMPUDENT STEPS TO PREVENT A RECORRENCE OF THE DISCHARGE OTHIN THE SAME 24 HOURS, ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE - 10 SINGLE FAMILY HOMES SMITH PUBLIC STREETS AND UTIUTIES" a PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REWRED TIMEFRAME (SCHEDULE A.9.BI] NATURE OF.CONSTRUCTION ACTIVITY AN ' D__TIME�ABLF FDR M il• I F) 1 10 - - f _ 2T. THE NTENTMAL WASHING OF SEDIMENT INTO STORM SESUERS OR DRAINAGE WAYS MUST NOT OCG1R VACIUMNC OR DRY SMI'M AND MATEMAL PKTNP A>KH6 ACTYAAES V � �� -- , 1 MUST BE USED TO CLEANUP RELEASED SEDIMENTS (SCHEDULE kD..8.NI) CLEARWG AND(RUBBING(JULY) 25 PROVIDE PERMANENT EROSION CONTROL MEASURES HRH ALL ESU AREAS.DC NOT REMOVE TEMPORARY SEDIMENT CONTROL PKACTNES UNTIL PERMANENT MASS GRADING ANUG} Z VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED.HDRVER DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS E)FDSED AREAS UTILITY INSTALLATION(AUG-SEAT) W 1 BECOME STABILIZED.UNLESS DEBRIS SO CONFLICTS WITH LOCAL REOUEEMENTS,PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE,INCLUDING STREET AND UDUTT CONSTRUCTION(SEPT-OCT) ��++ 7 & 9 ` SEDIMENT RETAINED BY TEMPORARY BMF (SCHEDULE A.7.61I(2)AND A&Gilt] - FINAL STABIUZATNDN(NOV) C I_ 26. IF VE A SEED M OES ARE SPECWIED,STORM MUST TAKE PLAT NO LATER THAN SEPTEMBER 1;THE TYPE AND PERCENTAGE O SEED IN THE MX MUST BE MTIFIFD $!jE AREA 135,274-9 Sr) 2-65 ACRES �. 22 ..________• _. _ SITEON-AREA DI TUBBED AREA(30-0 SFE=2.36 ACRES W Fp1 -••� 27. ALL PUMPING OF SEDIMENT LADEN WATER SIAL BE DISCHARGED OVER AN JUDISRIPEED,PREFERABLY VEGETATED AREA.AD THROUGH A SEDIMENT CONTROL RMP LE(ENTER OFF-SITE Dt FUNDED AREA 102,25 SF) 0.40 Ap{ES LLA eAG1. P - TOTAL DISTURBED AREA(11 S,R73 SF]=2,75 AGRES 28. AL EXPOSED SOLS 11115E BE COYYI®OUTING THE MCT WEATHER PERIOD,OCTOBER DMI-MAY 31, Q gTE SOI CAASSIEICAIION a ` 5 i 4 i 3 - 216; HILLSBORO LOAM; 3-7 PERCENT SLOPE• 501L GROUP B Q W WI C LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES - 2+c: HILLseoRo LOAM; 7-,2 PERCENT sLOP�; sal cHOUP e = �. ON-SITE SOILS HAVE A MODERATE fRMON POTENTIAL ALL FILL MATERIAL SHALL BE GENERATED ON-SITE FROM z•^ CAI I - d I. F VEGENATYE SEED MDES ASPECIFIED,ECIFI D,E{EDING MUST TAKE PLANE NO LATER TOT SEPTE).W 1:THE TYPE AND PERCENTAGES OF SEED N INE W MUST BE DHNTIF E0 GIRDING EXCAVATION AND UTILITY TRENCH SPOILS. ❑ -SWI 1 D1 TRACT' ` OI THE RAMS RECOyINC WATER BODY W) W Z 2 2 ALL PLWNG O SDIILINT LADEN WILIER SHALL BE DISCHARCEf OPER AN WSDH5TURBED,PREFERABLY WMATED ABU AND TIRDW A SEOWEHT CONTROL BUP I.E.(FILTER � - 'A• , 2 BAG]. NEAREST WATER BODY, FARING GEEK fe Q .3AL FIPOSED SOL MUST BE COVERED DURING RE BET'WEATHER PERIOD, -OCTOBER 01-MAY 31 � Dr 1 Q F e V _ _. .........._..__._.___..___IMOD OFRYF y - - PLANNING/ APPLICANT OWNER ENGINEERING/SURVEY RATIONALE STATEMENT J.T. ROTH, INC. GARY S. AND TERRBE L. CORBIN PIONEER DESIGN GROUP, INC. A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DE4'S 1200-CH PERMIT 12600 SW 72ND AVENUE 15070 SW 81ST AVE 9020 WASHINGTON SMI DR, SUITE 170 APPLICATION AND ESCP CUBDANCE DOCUMENT HAS BEEN RENEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL z -- - TIGARD, OR 87223 TIGARD, OR 97224 PORTLAND, OR 97223 PLAN. SOME OF THE ABOVE LISTED BMPa HERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY > n MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, PHONE (503) 639-2639 PHONE (543) 643-B266 INC_IUDLNG SOIL CONDITIONS,TOPOGRAPHIC CONSTRANTS,ACCES&DILLTY TO THE SITE,AND OTHER RELATED CONDITIONS w T CONTACT: TINS ROTH CONTACT: LUKE R. LAPPIN, P.E. AS E PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP.AN ACTION PLAN WALL BE%OMITTED- m m q SITE MAP NOT Fo SCALE NORTH g = oiWMRV1 PERMITEE'S SITE INSPECTOR INSPECTION FREQUENCY RECORD DRAWINGS INGS COMPANY/ACEHCY: PIONEER DESIGN GROUP,STEVE OAKS SITE CONDITION: MINIMUM FREQUENCY THE PEH;tiNTFEE!S REQUIRED ip MEET ALL THE CONDITIONS OF THE 12aD-CN PHONE: (503)843-8266 1, AGAVE PERIOD DAILY WHEN S70PMWATER RUNOFF,INCLUDIND RUNOFF FROM SNOWMELTJ IS OCCURRING PERMIT, THIS ESCP AND GBIERAL CONDITIONS HAVE BEEN DEIELOIPED TO DATE 131.a7_I?M TWW FECO D CRAYKN W HAVE BEEN PPEPAFED o FARC: (S71)708-6265 FACILITATE COMPLIANCE WITH THE 12OD-CN PERMIT REQUIREMENTS.IN CASES OF B49Ep ON FEL.D OBSERVATION AND 9u*NEYI=D EFCFMATFDN E-MAIL, SOAHSBPD-GRP.C'OM 9ISCREPANOES OR OMISSIONS,THE 1200-CH PERMIT REQUIREMENTS SUPERCEDE `ems' DESCRIPTION OF EXPERIENCE 25 YEARS SPENT INSTALLING, REQUIREMENTS OF THS PLAN, MAINTAINING AND INSPECTING EROSION CONTROL FAO UTIFS. CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL 2. PRROR TO THE SITE BECOMING INACTIVE OR IN ONCE TO.ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN MEASURES � (CPESC}. ANTICIPATION OF SITE INACCESSIBILITY: ARE IINPRIORTXpRRKIN ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE LOCATES ( 8 HOURS NOTICE REQUIRED} SHI=ER INDEX ONE E:lfRLL SYSTEM 1-$N0G-3,31WESYry4 + EROSION AND SEDIMENT CONTROL PLANS PROJECT LOCATION 3' N RIVE P1ERRIODSEGREA ER TH N SEVEN(7) ONCE EVERY TWO(2)WEEKS NATURAL GAS.PORTLAND GENERAL 1 S. EAST SDE OF SW 81ST AVENUE,NORTH OF SW ROSS STREET IN ELECT,31c] 4 P1 EROSION AND SEDIMENT CONTROL COVER SHEET n TIGARO,OREGON T LATITUDE: 45.4101531 P2 CLEARING AND DEMOLITION LONGITUDE= -122760154 4. PER!US WRING WHICH THE SITE IS NACCESSIBLE IF PRACTICAI„INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE REPAIR EMERGENCIES DUE TO INCLEMENT HEATHER. DISCHARGE POINT OR DOTMESTREAM LOCATION, EROSION AND SEDIMENT CONTROL PLAN � NORTHWEST NATURAL GAS - 800-882-3377 •3 PROPERTY DESCRIPTION _ GWEST - 503-242-6064 s PORTLAND GENERAI.ELECTRIC - 503-4C,4-7777 P3 GRADING,STREET,AND UTILITY CONSTRUCTION NOLO A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND COMCAST - 888-624-8264 EROSION AND SEDIMENT CONTROL PLAN TAX LOT 12700(WASHINGTON COUNTY TAX MAP 251 12m) SEDIMENT CONTROL MEASURES AND CONSTRUCTION UWTS.'SC!1TL'_L �.B.C.i[3)] CLEAR WATER SERVNCE5 - 503-681-3600 ry S LOCATED IN THE SOUTHWEST 1/4 OF SECTIOH T2,TOWNSHIP 2 ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DER T2DD-CN PERMIT REQUIREMENTS. - 503-547-8100 SOUTH,RANCE T HEST,WILLAMETTE MERIDIAN, - INSPECTION LOGS MUST BE KEPT IN ACCORDANCE PATH CEOs 1200 CN PERMIT REQUWAIENTS VER120N - 800-485-4000 p4 EROSION AND SEDIMENT CONTROL QETAILS �' WASHINGTON COUNTY,OREGON - RETAIN A COPY OF THE ESCP AN ALL REASICHS ON SITE AND MANE IT AVAILABLE ON REOLTREST TO GEM,AGENT,OR THE LOCAL ATTENTION: OREGON LAW R£OVIRES YOU TO FOLLOW RULES CORBIN ESTATES MUMCAPALITY.QURNRG INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,RETAIN THE ESCP AT THE ADOPTED BY THE OREGON VTILITY NOTIFICATION CENTER. N& CONSTRUCTION SITE OR AT ANOTHER LOCATION.(SGHEOULE A.8.C.1(3)) THOSE RULES ARE SET FORTH BN OAR 952-001-OU10 132-003 -- THROVCH OAR 952-001-00<J0. YOU MAY OBTAIN COPIES OF TV" THE RVLES BY CALLING THE CENTER, (NOTE; THE TELEPHONE ENGINEERING NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1487, 91KL - P1 of P4 >a LEGEND PRE—CONSTRUCTION, CLEARING, AND DEMOLITION NOTES EXIS_nNG 8 E 1- ALL SASE ESC MEASIMS(INLET PROTECTION,PERIMETER SEDIMENT CONTROL. #o2,- L --201——-- EXISTING I'CONTOUR n 7 3 GRAVEL CDHSIRUCTIOH ENTRANCES,ETC)MUST BE IN PLACE,FUNCTIONAL.AND 2OG--'—— - EXISTING 5'CONTOUR APPROVED IN AN INTIAL INSPECTION.PRIOR TO COMMENCEMENT OF ••••-x---x—x—%— - FENCE LINE $ CONSTRUCTION ACTIVTRES. OVERHEAD POWER LINE 2 5EOIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS 1 c] UNDERGROUND POWER LINE CONSTRUCTED WT OF MULCH,d1�PIRM OR OTHER SUITABLE MATERIAL, —n—ee—u— - ''��•' '� 2 STRAW WATTLES,OR OTHER APPROVED YATEHIALS -sa—an----sn—su- - STORM DRAINAGE LINE 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO TREES,WETLANDS,AND -ss-- ss--sr••--u- - SANITARY SEWER LINE IMPARIA!PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGEv v r CONSTRUCTION FENCING OR DIAIN LINK FENCING IN A MARINER THAT 1S CLEARLY —+A— -•-- -- -- - WATER LINE M98LE TO ANYONE N THE AREA. NO ACTIHTES ARE PERMMED TO OCCUR - x BEYOND THE CONSTRUCTION BARRIER rl -'G —GG— - GAS LIKE w - COMMUNICATION LINE 6 i. CONSTRUCTOR ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF ——————— CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PRO,ECT. - EXISTING LOT LINE �Wy ADDITIONAL MEASURES INCLUDING.BUT HOT LIMITED TO,TRE WASTES,STREET 57YEEPWG,AND VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED —-�—--— - RIGHT-OF-WAY LIRE 0 O BOUNDARY UNE OF SUBJECT PARCEL AREAS ARE INEPT CL.LAN FOR THE OURATION OF'THE PROJECT. R 5- RLW-ON AND RUN-@F CONTROLS SHALL BE IN PLACE AND HRNCTMING PRIOR —— _ - CULVERT > ,n TO DECIMNING SUBSTANTIAt CONSTRUCTION ACTTWTIES. RUN-ON AND RUB-OFT CONTROL MEASURES INCLUDE,BUT ARE NOT LIMITED TO,SLOPE DRAINS(%TH - CONIFEROUS TREE S h/ CUTLET PROTECTION).CHECK DAYS,DIVERSION OM SURFACE ROUGHENING, .I ` y� , , -� •, T ' -r r 1j / - DECIDUOUS TREE ` so aa6 BANK STABIJUTIOH,AND DRAINAGE SWALES & I �� ♦ J ,Jt \ ! 1 �� ff/�/fes - TREE TO SIE REMOVED \ 1 I j Irl-� f�i� - SIGN AS NOTED 11 r• I J ��.� \ J{ J 1 ' ' r[ ! N h w - WATER VALVE 3 L a srwrrrwrsEwlq E�� -- -- _ "'a, - POWER POLE WITH ANCHOR Q NOTE:THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"w Rim'M?r ¢osrts.Tss.X iiI ❑ - AREA DRAIN/DITCH INLET WEATHER'CONSTRUCTION. 'WET WEATHER'CONSTRUCTION BYPs NEED TO BE I 3 APPLIED BETWEEN OCTOBER 1 AND MAY 31. h`I �" j , - � 1 I r� 1 ` h (0) - STORM MANHOLE If+I I _� /r I r yyt / ' 1 ` ,u Q$ -- SANITARY MANHOLE 4Z rr I/ ; 3i /r77�RCC]IIC 1 l j 1 rf , \ 'c - FIRE HYDRANT J GAS VALVE s Oo PROPOSED [i J ttt 1 �+ —X—X- - PROPOSED SEDIMENT BARRIER 2 z II f1 I �- I II h �-��'" '-� -• PROPOSED CONSTRUCTION ENTRANCE ❑ U � lam- � + I I � ) L ��--—--�,,,_�� ---- — !tea♦ - DRAINAGE FLOW IHREcnoN Cv Lu TREE TO BE SAVED C GREE PROTECTION FENCI?!G) O ❑ LI.1 i/7 ! as gra ��r � —EiHH7TNa 1 1 .Mti7'x1.A/u2 � Z PAA TO GE� , ,n-xriims Q Z 1 ` ISHED IDE i$� f rh L _✓r , _"• EXISTING SH® . '^ • ywrrnAr ssvn.x Nu Q F ! r I I M�wROc[ z I I J s �o Ee�aeNTa as f RIi"1;j.19' Z IE1NI1.1T&]3' �y f ttwrs=l2Lsr � a w '-',�•� i 1 Lu 0 °Lu r E70STTNG fLBG7CW I II H04W TOr p�p p S �W- YO OU EMpVH] ;v 6E HEA�l7vEt] I J W { pEpOIuHMISSION EXIBTiNG WELL _ N { AS REOLUIRED BY THE STATE Ff'.44-YEETE — —� J sT@1u1&rrER OP OAf:GON WATER AAAS31.^.Ti -G •r-- �— �.J a 1 I7Z{ I V.sCHRAW+ _+ I o 5 IEIOGT S.9i81A7' i• o ,, yL117MT5EWER � I { C � 0 6 IE1NH � � =:91-52' +��- F/ , � YJ STOW q ws:2msTsas � f, 'HpLNBETp -�� f /� ! r L' I ` icon Tmrsp :E T1 SW ROSS STREET I RENWN EXISTING POWER POLE TO BE REMOVED.POWER f /� 7✓Rt YY � �� -� "� LINES TO BE BURIED, l r I • I / SAW f NI rE i�:ss�-2• Nr r a.oi / 1 f// fi ` �. -�� E WOODS EXISTING MNILSOXI;S I f r`_I+1:v i / r . . wOpp S TO BE REMOVED S a[n I[RE E f _ AND REPLACED 17 �ICou r.ImD •. s .Po SEWER - .P, yl �V �r • + 1 it .2v b� '5f0 SEWER lMIf•1Y'k,\ RM E 1I. IE INCE 1 T ST rn I J I2•{g11p1EiE , l 1 oliC6T SEWER ICf11.597.53' ,L�AITCif 4", I@WiN•]8291' RECORD DRAWINGS a GRAPHIC SCALE " IN ESTATES N7Q a 132-003 `J - DA-M 12[07L TW. HECdREI E]FAIVl9C14 HAVE BEEFI PREFAB® BABEO ON FEW OBBIERVATR7H ANI]SURVEYED lF<*W7M [ NN FEET] ENGINEERING pp 1 CIn a6}f. $Imt E�w P2 Of PAF c1 9 GRADING, STREET AND UTILITY LEGEND EROSION AND SEDIMENT EROSION AND SEDIMENT CONSTRUCTION NOTES CONTROL LMP IMPLEMENTATION EXISTING PROPOSED IS 9 - -.-.701----- - £%!STING V CONTOUR ---a - CATCH BASIN 3 1. SEEP USED FOR TEINPOINAY OR PERMANENT SEEDING SHALL 9E COMPOSED OF ONE OF T. ALL RASE ESC MEASURES(INLET PROTECRGN•PERIMETER ScOIh04T LONTROL. _-2QO----- - E>USTHNG 5'CONr(R3R � - OITCNH INLET/AREA GRAIN THE FO LdMHO MIXTURES.UNLESS OTHERI,ESE AUTHDPo3EE ORAVEE CONSTRUCTION FI(TRAHCIES,ETC)MUST BE IN RACE.FUNCTIONAL,AND R FPPRDVID IN AN TNFTIAL NSPECTKWT,PRIOR TO COI.NFENLE1ER1i OF _ __ _ - f R A.VDCtIATEI CORRIDOR AREAS REWIRE NATIVE SEED MIMES.SEE RESTORATION PLAN CONSTRUCTION ACTIVITIES. Pdf 1'CQPJTgJR CONCRETE WALL + n FOR APPROPRIATE NIX 200-- -- - S' CONTOUR xx—la - SEDIMENT FENCE(INTERIOR) B.OWARF CRASS MIX(MN.100 L&/AG) 2 ALL'SEDIMENT SiAlbERS(10 BE INSTALLED AFTER GRAIAMO)'SHAD.FTE COMMUNICATION LINE x X— - SEDIMENT FENCE(PERIMETER) 2 1.DWARF PERENNALFE CUEf;(20%RASS{ROTI:BT WEIGHT] WTAL ED gO�DIATELY FCLi ARING ESTABUS HYEHT OF FINISHED GRADE AS 2-p1EFPNG RED FESCUE[TDF BT TAO[lil] SHOIWT DH THESE PLANS - EXISTING LOT LINE a C.STANDAA°NOW CRASS MIX(LAIN.100 LAIAC) - PROPOSED CONSTRUCTION ENTRANCE O 1-ANNUAL RYTCRASS(R0%DY 1W1pUQ -- - RIWT-OF-WAY LINE 2.TURF-TYPE FESCUE{TOS B7 WF1Clfn 3. LONG TEN SLOPE STABIUZAn°N LHEA%MES INCLIIONC'RAT nW SHALL BE IN -- C9 PLACE OVER ALL OPOSED SOILS BY OCTOBER 1. -- BCKUMDARY LINE OF SUBJECT PARCELd 2. SLOPE TO RECDYE TEMPORARY OR PFAMANONT%EDNO SHALL NAIL THE SURFACE MANDEB BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED 4. THE STORM WATER FACILITY SNAIL RE CONSTRUCTED AND LANDSCAPED PRIOR - CULVERT rlw DPI MM SURFACE ROUpiEN1NG IMPROVES SLID BFDONO AND REDUCES RUM-OFF TO THE STEM WATER SYSTEM FVNCTT"C AND SITE PAMW& VELUUTY- ® - STOCKP[LE 5- BRIT PROTECTION.SHALL BE N%,ACE WMEVATELY FOUOMHG PAVRRG - FREE TO R17AAlN #MXX7-0 LONG TERM SLOPE STABILIZATION MEASURES'MALL NCLUCf THE ESTABLISHMENT OF ACRHIIES ° - WATER VALVE P PERMANENT 14(ITAIKE COYER 1TF SEEDING 111TH APPROVED MIX AFa APPl1CA11CN RATE INLET PROTECTION"E 4) POWER POLE WITH ANCHOR {- TEMPORARY SLOPE STASU2ATCIN MEAVAIES SHALL NICUIOE: CO ERWA EXPOSED SOL ,ATH PLASTIC SHEFIIAG,STRAW MULCHING,WOOD CHIPS OR OTHER APPROVED 6 - STORM MANHOLE . - INLET PROTECTION(TYPE 5) ME0.4FESm 5. STOCrn E)SOL OR SBIPRMGS SHALL IN r � S BE PLACED A STABLE LOCATION AND QQ - SANITARY MANHOLE COOTGURATIOH, DUINC WET ARER PERICCS,STOCKPILES SRNL BE COVERED VA14 ZIFf, - FIRE HYDRANT - CONCRETE WASHOUT WEV PLASM S4ETNC OR STRAW MULCH L SEDOEHT FENCE IS RLCNIS.'D AROUND THE L 4 RRIYEIER OF THE STOCKPILE . m 6 OTOSD Oit OR FAL SLOPES SHALL BE STA3I1.17110 THRUM THE USE CF TDAKRARY SEEDNC AND WILCHNG.ERDSON CONTROL BLANKETS OR TEATS,LED-SLOPE SEGMENT OUTLET PROTECTION MOTES OR WATTLES,OR OTHER AMMMATE ICAs NCC SLOPES DMEONC=FIAT t" ,a� � _ - l♦ \ •II ♦\�1 P i 1 r _- � � = DRAINAGE FLOW DIRECTION REOIARE ADDITIONAL ENOSDN CONTROL 11EA$URES ..!• -_ '^ \ \ \ ♦ F 1 ! - '-• 4 7- AREAS WR ECT TO WIND ERMOR SHALL USE APPRCNIAE DUST CONTROL MEASURES F_J -- \ \ , \ ( + 1 ( PP�777��1 F'T1}r}1T STAGING, EOPT. MAINT,FUELING, INCULOHG THE APPLICATION OF A FINE SPRAY OF IWATEF,PLASTIC'EETNG STRATI �. �^ Y -+ •Il I 1 \ A \ IV 1 OEM PORTA-POTTY AND SOUR WASTE uuLasNO,OR OWAPPROVSD YTA'>UOS. _ V, �% �- --- — AREA B, CONSTRLR:TCEWIC ON ENTRANCES SHALL RE INSTALLED AT THE BEON OF CONSTRI/CTOH I w Ii -.. + f r Y 1 ' I TO 37 F,`j] - TREE PROTECnDN FENCING AHD MAFIMNED FOR THE WRM•L ATION OF THE PROUIV. ADDIVI MEASURES NNCLLIDNC•BUT NOT UMETED TO,TIRE K%SMES,MEET SIEEPNO.AND VACUUWN6 MAY _ Z� f/ �' SLOPE RATTING TO BE BE R£VINN TO N5LRE THAT ALL PAVED AAFAS ARE KEPT CLEAN FIR THE DURATON _ OF THE PRDECT. T ] I r `. NSTAL1Ep ON ALL STAPES N �L U :/ .[i1EATER THEN 31 PER 9- ACTIVE INLETS TO STT/OI WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE 6 '-'ATN'.-TRP. � BHOVAGS OR OTHER APPROSED NAET PRDTECTI N SYSTEMS. ALL NLET PROTECTOR - /I r _ t �+k n o}ei,* 0 SnTEHS ARE TO BE RCIRAPLT NSffCTED AND MAINTAINED AS NEEDED. 10. SATURATED MATOIMS THAT ARE HAULED OFF-SHE MUST RE TRANSPORTED In WATER-TIGHT TRUCKS TO ELIMINATE SPLLia OF SMUENT AHO SED°IEMr_UADETH + ,:`� WATER - f j D CONCRETE F 11- AL AREA wu!DE SHOTPROVIDED FOR THE WASXNG OUT OF ATERICONCRETE STORM N A o WASHOUT 8 SYSTEM. KHAT D06 HOT PROMDE T TOFF THAT CAN CO THE STORM WATER rr ! 0 Z SYSTEM. IF THE E WASH-WT AREA CAN NOT l[CdI151FAlCTEO[8FA1TR TEAM AREA 7 -1- 50'FROM A"DISCHARGE PONT,SECONDARY MEASURE.SIM AS DORMS OR r y � TEMPORARY SETTIING RTS WAY BE R21190. N - � -I!� - - � L O C 12 5NE:PING FROM DPOSED A.CCRECATE CONCRETE SHALL NDT BE iRAHSFFTdEO TO THE L I '�L J__ _- - _ , __ ' - --K .-•_ -_ _ -- — Q rj C STOWWATER SYSTEM. 516EPMCS SHALL BE PICKED UP AND a5PO58D 1N THE TRASH. 13. AVID PAHNG IN WET WEATHER WHEN PAVING IKEIITJIS CAN INN-CUFF INTO THE STOW I �. `- D W WATER SYSTEM- I IB 10 G]( •�ITICO _ �~_ (A u, USE BIR.SUCH AS CHMIK-DAMS,BENS AND HET PROTECTION TO PREVENT RUH-OFF FROM REAPING OSCHM[t POINTS. � _ - - _ Lu Q ISA D 15. COVER CATCH BASES,MANHOLES,ATG OTTER I4 THESE PORTS WITH ATHE STG SGL 'c ` -. W •.o Is:,UU+ If 1 Z ¢ ID COAL TACK COAL,ESC 70 PREVENT NTRWWHC THESE MAIERULS RC1 THE SiixdA 'i \\\ V WATER SYSTEM I �• _ - - - _ - - 1 --ti"--- 1 Z ~ G Q Quo m � -[ r- -srMtIIG EaPr YANK.. FUELW.PORE-POTTY, �J II r I I J 'I 0 I _= H 0.► OC < �SOLE (D => LIJ c� F PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES201 1. ALL BASE ESC MUSLKS(IMET NMIIECTilm,PELIAETER SEDIMENT OHTROL GRAVEL - 2171 _ 5 -7 A w L CONSTRICTION ENTRMIES,M)MUST BE IN PLACE,FTINCECHHAL•AND APPA/WED N AN 6__ ` _ sS.LS Pc 4' ! }1 INIAL INSPECTION,MOIR TO COINVOUMENT OF CONSTRUCTION ACTMTES � �r J , r 19&3 m r- 197.0 Tw B 4 ,} Z 1 G � O � 2- sfDNEHT BARRIERS APPROVED FOR USE HCKUDE SEDIMENT F9MF,HEWS CONSTRUCTED = �i- rr-ti — -. 19E.d FG a° 196.6 FI I 1 ? : L OUT OF MULOL CHUTRICS,OR OTHER SUITABLE MATERIAL STRAW WATTLM 00 OTHER --— m ,I >:i --• l • J / 19fi• Pr Q APPROVED MATERALS N S 1 d rT 2S R a O. SFHSTIVE RESOURCES LNCLMK BUT NOT UTATTD 10 TREES,1LETLAMIS,AND RIPNEAN I f � PROTECTION AREAS SHALL BE CLEARLY EEUNEATED WTH ORANGE CONIMUCTION FEW= SW ROSS ST�E�' iC a OR CHAIN LINK FENCING IN A MANNER THAT K CLEARLY+M7®1•E TD KEPONE m TRE -�2 Ip RD ACTIVITIES ARE PERLILTIED TO OCCUR BETON TE RR_CONSTRUCTOR BARRQ r a•/ r Q r1 II _ } 4- COH5RNCTI0I1 LYHIRANCES STALL DU INSTALLED AT THE BEpHIYNC 6 CONSTRUCTION !• K}N H / �" • ,/ C— - / � ! � Y 1 � 1} AND uNRTANEO FOR THE DURATHOH OF THE PR/,IECT. AwTmAL MEASURES Np•UONG, BUT NOT LUTED W.TIRE WASWS,STREET-"EEPH1.',NSI VAOIUWNG.]EAT BE REMIRED ,•i •�- -_ ♦ 1 l r ' U 1 `Ilk •• 4 TO INSURE THAT ALL PAYED AREAS ARE KEPT gEAN FOR RE DURATION{K THE - f - ♦\ �� ,/ 1 ` m 5• RUR-CH ATN RUN-OFF OONTR0.5 SMAU.BE IN RALE AND FUNCRCHI N0 MDR TO ' _ - ,� I ♦� \ C --__r 1..--- --.�I ♦ ,� 198.3 TW \ '7 C-----�- SW BE9NYING$UB$TAHIIAL CCNSTRLFCilORTACTIVTIES. RUN-ON AND RUR-ARTY CONTROL ' . _ v n- _ ` - �� .. iWppQS LEASIAES INCLUDE.BUT ARE NOT WIRED TO•SLOPE DRAMS(KEN OUTLET PROECROE), ,�7 I !'r I ! 1 Fc �.♦ � ! AY f`Y_ �� - 1MA7� C OED[OAKS,OVER'ON DRIES,SURFACE ROUGHENING.BANK STAINUM ION,NO ! -------- DRANACESWALES .'-) �'x E�I`�-. ZL-------��---- -�--�` q rA�..-;14OIAD e HOTCRIEEE ENDSM AND SEDIMENT OONFFOL PVNS ASANE TORY HEATHER'CONSTRUCT". tiIEF WEATHER'CONSTRUCTION BMF.14M TO ENE I II. f ,• APPLIED BEP,EEN DITT IBFR 1 AND MAT Ir I•. 1 Ron 8 CORBIN ESTATES RECORD DRAWINGS ML BT-00B DATE 122j07120 7WESE HEG'OAD ORAWWM KAYE BEEN PREPAREEI ENGINEERING aA9M CN FE-D OBBE ivAT•ION AND S UIM EYED NFORMATION god P3 0[ P4 t� NRDE H AR IN OR SEE ❑S Ig poly} [p f CHAPTER s OF CUM WATER r 44 SEROM EROSION PREVENTION ,¢, op. ?;•• -a'•y R Pry ci ok r , + 4. .F.�..R O r CLFAM PTT RTW OR Y-or CIfAH HOCK CS w@ N r , SLI O3ALrg s- " r] SUBGRAGE RERIMR E w _ r HOI v a� GEOIEXTL[A$REWARED 1+"' tAVEA'A11WIy1 B'1111. 2 OEPRI L o r AM PLAN VIEW �',_«.FOR FAMILY AND WPLEI HE90B/RR 04R�RA.dP f sr His CRAVkT.COnSTRHCTIIN CIRB RAt� F z ay�� T^Fax PAVDONT p r all y, .. r.l• �a �J'msF�av � 'Y� � �� „��f�p�I+• BgfAIFH BTB �•�� _ .��: �a N� oP+u 1503fETT13C L781<r � 1• � k'•�t �YS � ��a � 4 w NOTES: XYPICAL SLOPE y' OjlW,gl REQUIRED o TOE OF SLOPE. THE EHIRAHCE POLL BE MAHTARIED It A CONDITION THAT WALL PREVENT TBAGWiO OR F13YNWC OF SOIL 3TAH1LI2ATIOi+I =�'�f SEDIMEM ONTO P.1BILC RIGHT-OF-vans,Tms MAY RUSHEE TOP DRER9N0•REPNR AND/DR CLEM PLASTIC SHEETING 2• �N R USED 14LI BE AP FIRM TO ENTRANCE ONTO PUBLIC MW-or-WAN, AV7ES: DTP PROFILE 3 MEN!'a41ING t3 REAUWED•IT sHALL BE DOW OR AN AREA SfMIILEB WIM CAAUSHED STONE TKkT DFNNS INTO AN APPROVED SEDMENT TWA'OR SEDIMENT BA5RA. L &DRC WA ACE wu HE FREE LOT RM." 4. VaETRE RLRNOF'Com"NO SEDD,IF)FT LADL7I WATFIt IS LEWN10 SNE SRE YN ENE COHSTAOCTAN Ci=SETCK5 AAI7 aNES£Af4� NpTI;S: uF�anrc gpNLL>E 0.1PIF11FNSE0 TO pYFki RUNOFF THROUGH All APPROVED Pt[RA NCE.pnIER_ ShWU MW COW SO&CCAUCT. Ag7T Tp,sratE I.MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. FILTERING sTSrER J 7 APHCF PCWAp Ae W-g5f0MC HFF6WE PLACID 2.EWiRIER REOAARED O TOE OF STOCK PILE. S. N—GO 1.S bk1.Y D HL4AWET5 3. COVIEKKG WAINTANED TIGHTLY IN PLACE NOTE: .x 0r EfAWTF5 CA9SELY AND STAKE OR BY USING SANDBAGS OR TRE5 ON ROPES WTH A 1.BIO BADS ONLY REDUIREZ WHEN 20'LUHC 61 20'4noE b'DEEP OF BIL•MWS CLEAN ROCK. STACIE TO AMPVfAAV LVRECT eVWFACF W011 f'MI WD ALL 711E SOY.DO.90T STRETCH. NA111MUM 50'GRID SPACING IN ALL DIRECTIONS. pSCHAROF2G SEON1EkT IADEk WATER. FOR F11HT c fffm REE sD RNkN 6'f Ta' ff Y R[LEAN CNOOK.EOTE COR E RTNCR TWA S TOH f. SIAKAVC OR SWI)AW!}NT q PER 2.STAKTND OF BAGS REDU]REO OCRN-M 4 OFF CLEAR WATER OCNERNT S AU1;O;L P MAY REDURE CEOiE%EIEC FABRIC i0 CH CHAPTER 4 Or CR CLEM WATER SFE ZO A&AWACT1/REA5 S-LITY 40AVS WITH EM*R METHOD USW- AEA SEDIMENT CONrRO= PRtVr:xT SUR-SDE TAMPING- AND NEER O� TICH 0 �I]) sEJAK�s EROS<ON PREYPlFxAY 1 N 2•WOOD STAKES OR APPWVED PLATINNO AND%5"M�UBuL EDUAL PER 11.10L PANNING Aro DEBCN MANUAL MATTING SLOPE INSTALLATION er OUTLET PROTECTION CONSTRUCTION ENTRANCE -- u22 C1eanWafer Services PLASTIC SHEETING CIeaTTWatcr services RIP RAP C4�IRWBI Services G7eanl rs Services DRAWING NO.505 REVISED 17.-06 li DRAWING NO.BID RINSE➢12-UI Oee eeArdlwmthelar. pl,yN 820 RElRSEO f2- rr`44wrlwnrh dur• DaNpR Dmwi 555 REVISED 1208 LaJ RECORD DRAWINGS z a DATE 12I9.712m$T7-ESE FEK*191D DRAWtM HAVE DEENE PREPARED Q w O BASED ON FIELD CBSERVATIDN AND SUF!VFYED IrFORIMATION O OD O EYXAVATEU MATERIAL 94ALL BE - BERM w USED FOR PERKEIER BERM.SOIL FOR MAY BE COED MiORr TEEN 0 SHALL BE COMPACM IN THE SAME L ANGLE FILTER FABRIC rF/ w/ ca Q MANNER AS iRETRENCHCTRENCHBASTNFRL. i FTO ASSURE SOIL IS TRAPPED PINAUTUTILITY WI76A A'mII OF 067�FLOf1NpTT W u ENCE C7 4.7 VAIN y I f 1 + 1 ® T"REBIR FOR BAG RElIWM1L �0 5 CATCH&L5W GRATE 25.0'MIN. 8 $ aaa � INTERLOCKED LL 80. MIN 26-0' AND ATTACHS VI W BO' AREA DRAIN LATCH S A g MIH WIN A CATCFI BASIN EINPANSION RESTRAINT S usE snTalED LOOPS 3 � >r 3'mLlxlwm OVER Yx Y POSTS NOTES: -y 26-0' S.0 from lof 1. "11807710 W FILTER FAEEOC 6' ,H.9W I,• MIH I VERTCALLY BELOW FUNSHED CRADE. r. Z•FIR,FINE OR STIP. '4-0" P•B, I iV �l TE'.PDSTS �.; _- slam"FE-1q.: PE FLOW ". v MRF. I 3. POUFS TO BE INSTALLED OR r y RHP7.SCE OF SLOPS C 4, COMPACT BCTM SIDES OF 1TLTER TANNIC V ti m?w CONSTRUCTION FORM 7. PANELS MUST BE PEALED A'~-•'•4 -._..�...-. �.._�._. y PROFILEDET"ETOROW AIIL W.940�Aa ON •DITCH INLET PLAN VIEW 2'AZ-A'RUBBER BLOM � PLAN VIEW Nrs POLYP ',� fi•I'btllp el l+ego, FILTER SACK(WOVEN) EICCAVAIFp MAIERIµSHALL FILTER SACS( DE USE FOR PENOA1ETEli EIERM- CONSTRUCTION FENCE FTLTEH FABRIC MATERIAL TF00171IkNAl i1EASURES MUST BE SOIL FOR BFIHA SHAD.BE .1 36"WIDE ROLLS CONSWEREO DECPENUNG ON SOIL COMPACTED IN THC SANE MANNER A$ TRENCH BACK1'7LL b " TYPES- WOVEN POLYPROPLENE SACK 1 1 2- Bhp-FILTER DAG$SHOULD BE m STAYED WHERE APPLICABLE U9NG 1.[Y 4•B I I I! (2f 1`%11"WnGDE-N STARES OR HOTS: MIN NIN 6'MA%IIAINA SPADING MPROVW EDUAL PER BAG o S FOR EEM R 1TERIA STTON ON FRIFrrNrgt 1TERIA SETON E ON DEEM CRITERIA SEE ON ESGN R PiRIA3 E 1. RECESSED CURB HILT N USI G SINSFA.7 ON DEsc4 OF CLE SEE 2 p MEW 4 tIF ryraN WATER S WHEN USING 30'BIO-EiAGS TO Drr DEscTI cRIFEraA sYc MUST BE BLOCKED WHEN USING FILTER r�IwrEx i OF CLEAN WATER FRONT Vi EW S7BtHCEs ERDSION PRE4E3Rr01t ry _ PROTECT A DUTCH BASIA!YOU MUST SERN i s OF LLEAR VETTI FABRIC INLET SACKS.SIZE OF FILTER SPIAC6 EROSION T'f�FHrMN ��•• xi$ AND SFDiMEND DEIGN HAVE 4 HAGS AND THET Sri+V-L BE me 9H s ER T CO TRErE77TICH FABRIC INLET SACKS TO 8E DETERMINED AND smMExf DESIGN -lU 3.0'MIN ('I-+W1BHC AND DESIGN MFMUAL ARO NTNG AND ODSTROI. ^ OVE77LMPBT)HY B". PLANNING AND Ef516N LUNARE BY MANUFACTURER PLNINNIC AND OF51GH uAHLLIL N*d COHFFRU CONCRETE INLET PROTECTION INLET PROTECTION CORBINESIATES oGsma SEDIMENT FENCE C waheE�"Services TYPE 4 c3w"A �k"4. TYPE s C earlW r Services "a BRADS SLOL"ON A r......LOUPE N..I...- 41v e...Iso1 h dar. 132-003 DRAWING NO,57S IiEMS>ED Fa-DIS PRASW RG NIS.815 Rt:17ff0 12-•06 �m erwaBn.uA - fkiA1MHG NO.920 RE•,YSED 52-06 TypE ENGINEERING ti CONCRETE WASHOUT AREA DETAIL SINN NTS P4 of P4