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GracelandTHIS DESIGN COMPLIES WTH O.R.S. 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE VATHIN ONE FOOT OF A SURVEY MONUMENT LOCATION SNOTHN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN MODIFICATIONS NOR FINAL FIELD LOCATION CHANCE SHALL BE PERMITTED IF IT WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WTHIN THE PROHIBITED AREA GRACELAND 6 -LOT SUBDIVISION VICINITY MAP COVR COVER SHEET/ INDEX OF DRAWINGS NOT TO SCALE NTS eli a Ar o 3. XCON EXISTING CONDITIONS PLAN 4. PPLT PROPOSED PLAT 5. R: ell 4 PROPOSED SITE PLAN ti O Pra4ress PROPOSED STREET AND STORM PLAN & PROFILE 7. n gyp\ 8. DTL1 Sw Srockman 51 9yy 9. r�I1 Taylors Fey Rd Cr SW Beard ad Ureeflway yaps GROG Oickmson 11. � Park TREE CANOPY SITE PLAN CITY YDik LSC2 "' 13. LSC3 it Rd c g v 7 County Perk ELI STREET LIGHTING PLAN 15. EL2 Ia¢tcger Emm # LIDurrayhjil P' RA kA "0 Park _ _ h y ��\}b S � 01,11"9� Fpr SOIrtRWCSt � 9� A sl ,p zlr r T ti � . SV•`VJalnut � 3 �' 'SW Funag y E7) SITE Q �' a� y 'Use SW Cserde St SW McDonald 51 Way SlydcO Mountain Hd Bull Mmntain SW Bann' Rd Bonita Rd � Metzger � z � � i � Sumrnetfielc# Goll Course a� W Walu �k a z4 4$ X SW Durham Htl f fiend Nd KInG Oily _ ualaun- f` Jean rover Marham F4 UTILITY CONTACTS INDEX OF DRAWINGS 1. COVR COVER SHEET/ INDEX OF DRAWINGS 2. NTS CONSTRUCTION NOTES AND TYPICAL STREET SECTIONS 3. XCON EXISTING CONDITIONS PLAN 4. PPLT PROPOSED PLAT 5. PSIT PROPOSED SITE PLAN 6. STO1 PROPOSED STREET AND STORM PLAN & PROFILE 7. SS01 PROPOSED SANITARY AND WATER PLAN & PROFILE 8. DTL1 CONSTRUCTION DETAILS 1 9. DTL2 CONSTRUCTION DETAILS 2 10. GROG PROPOSED GRADING PLAN 11. LSC, TREE CANOPY SITE PLAN 12. LSC2 TREE PRESERVATION AND REMOVAL PLAN 13. LSC3 PROPOSED LANDSCAPE PLAN 14, ELI STREET LIGHTING PLAN 15. EL2 STREET LIGHTING NOTES 1200 -CN EROSION CONTROL PLAN 1. ESC-, COVER SHEET 2. ESC -2 CLEARING AND DEMOLITION PLAN 3, ESC -3 GRADING, STREET & UTILITY CONSTRUCTION PLAN 4. ESC -4 EROSION AND SEDIMENT CONTROL DETAILS LEGEND ENGINEER'S NOTE TO CONTRACTOR: TIE EIOSIENCE AIN UXATISI OF ANY UNDERCRDUND UTIUM OR SIROCRIRES SHOO ON THESE PLANS AM OSTAAED BY A SEARCH OF AVAILABLE <ECaNS. TO THE BEST OF OUR KNOW OK THEE ARE NO INSIRIB UTILITIES DO" THOSE SH OM ON ,HESE PLATTE 1 E CONTRACTOR IS REQUIRED TG TALE ME PRECAUTIONARY ME49 M TO PROTECT THE UIDTTY LEER SHORN N OI THESE DRANN6 THE CCHIRACTOR FURTHER ASSUMES ALL LIABILITY ANO RESNiSHJTY FOR THE U11UTY PIPES, CONDUITS OR SRAICTDIES SON OR NOT SHOW ON THESE CRAVINGS THE CONTRACTOR AGREES THAT IE SHALL ALAE SOLE AND COMPLETE RESPOA®.UY OR FTHE JOB GTE CM0111ONS ORstG THE COURSE Or CDHSRRICRDL Or THIS PROJECT. NCLUDO SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS SNAIL APPLY CONTNUCUSLY AND NOT GE LM7ED 10 NORMAL WORKING HMR$ AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AIN HOLD THE DINE! AIN THE MOM HAN1M FROM ANY AND ALL LIABILITY, TEAL Olt ALLEGED. IN CONNECTION NTH THE PEIF00WNZ OF VOR ON THIS PRD,ECT. DiCI PT FOR LIABILITY ARISING FROM THE SOLE IEWOEIKE OF 114E ONIER OR THE ENGINEER. COEIRAM SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AN SHALL REPORT ALL DISCREPANCIES TD 7HE ENGINEER PRIOR 70 THE CONENCEMENT OF NRH. LOCATION MAP NOT TO SCALE w i 1 fi sC� , >` SITE, r� ��\ Ly1/ �• ��\ ,^! � .may /�\\`'\ \. 1 ! � I J �T �FW PARK STL T I BENCH MARK POWER PORTLAND GENERAL ELECTRIC GAS NORTHWEST NATURAL GAS COMPANY -- RIGHT-0FWAY-------- PR. SAWCUT UNE LOCAL DATUM WAS ESTABLISHED BYCITYOFTIGARD BENCHMARK 140.127, BEING THE EAST 4950 NW 235TH AVENUE 220 NW 2ND AVENUE BOINDARYLINE PR. STORM LINE BOLT OF TRAFFIC LIGHT STAND AT THE NE CORNER OF WALNUT AND PACIFIC HIGHWAY. HILLSBORO, OREGON 97124 PORTLAND, OR 97209 – – IX PROPERTY LINE — – – — PR. PROPERTY LINE 503-944-'335 503-721-2449 CENTERUNE--------------- PR. SETBACK LINE ELEV=1M.57 EMERGENCY.503-464-7777 EMERGENCY: 8064823977 EX. CURB PR. SANITARY LINE EX FENCE LINE PR. CURB TELEPHONE FRONTIERR LINE —175— PR. &CONTOUR 100 COMMUNICATIONS CABLE 114422CAST00 SW BRIGADOON COURT —T�PT— EX TTEX EL'EP ONE UNE 174— PR. V CONTOUR SITE IMPERVIOUS AREAS BEAVERTON, OREGON 97075 BEAVERTON, OR 97005 —O—O— EX GAS LINE EX&CONTOUR 503843-1001 509-BB5-4889 —5i EX STORM LINE BL,'CONTOUR EMERGENCY: SDD-921$101 EMERGENCY.'800-9346489 _ EX SEWER LINE PR. SEWER LATERAL PUBLIC STREETS AND SIDEWALK -8495 SF (0.20 AC) —tr— EX WATER LINE PR. STORM LATERAL PRIVATE STREETS AND SIDEWALK – 2925 SF (0.07 AC) FIRE TUALATIN VALLEY FIRE & RESCUE WATER COYOF TIGARD ® EK SANITARY MANHOLE 0 PR. WATER SERVICE ROOFTOPS AND DRIVEWAYS - 13,655 SF (0.31 AC) 11945 SW TOTH AVENUE 13125 SW HALL BOULEVARD ® IX STORM MANHOLE® PR. STORM MANHOLE TIGARD, OREGON 97223 TIGARD. OR 97223 IX STORM CATCH B0.51N TOTAL PROPOSED IMPERVIOUS AREA = 25,0753E (0.56 AC) 503849-8577 503639-4171 IX FIRE HYDRANT ® PR CATCH BASIN EMERGENCY: 503-09-1554 ® FM WATFR MFTFR PR. CLEANOUT LOCATES ® EX WELL RLSANITARYMANHOLE PROJECT TEAM w pQ EX WATER VALVE � pRSANITATTY MANHOLE EX 944 VALVE 48 HOUR NOTICE REQUIRED PRIOR TO EXCAVATION DEVELOPER PACIFIC EVERGREEN HOMES GEOTECH GEOPACIFIC ENGINEERING. INC. ® EXGASMEfER EX PAVED SURFACE THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS DF O.R.S. M IX LIGHT POLE 757.541 TO 757.571 1N LOCATION AND PROTECTION OF 7410 SW OLESpN R0.468183 14835 SW 72140 AVENUE rO.a IX POWER PORP UNDERGROUND UTILITIES. OREGON LAW REQUIRES YOU TO FOLLOW PORTLAND, OREGON 97223 PORTLAND, OREGON 97224 IR. PAVED SURFACE RULES ADOPTED B'Y THE OREGON UTILITY NOTIFICATION CENTER. 5034 UM72 50.4598$446 O IX GUYANCHOR THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR MORRIS WESIWND JIM IMBRIE 0 Tx ELECTRIC METER 'Tx�n•; �.I�^'+%, 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES RY CA -LING 0n EX TELEPHONE POLE ''��� "'Jr�Cry'L IX CONCRETE THE CENTER. ENGINEER NW ENGINEERS SURVEYOR CMT SURVEYING & CONSULTING Y BL SIGN ,ty1.,.p.... PR CONCRETE 3409 NW JOHN OLSEN PLACE 9138 SE 514 S NT HELENS TREET ® IX MAILBOXMAILBO HILLSBORD, OREGON 97124 CLACKAMAS. OREGON 97015 IX ROCK WALL IX GRAVEL AS -BUILT 503 -WI -4401 50&8504872 GREGTHIEL SHAUNFIDLER EX TREE 10/19/2015 NOTE: AS–BUILT DRAwNGs INFORMAnm Is BASED ON 24 HOUR EMERGENCY CONTACT CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED OATH ALL INFORMATION HEREON SHALL BE FED VERIFIED PRIOR TO USE N DESIGN AFO/01111 CONSTRUCTION. EMERGENCY OONTACT: HARLAN BOROW 503-713 IE227 N m W W m c c z W E W � m G 0 ti gZ z � z n 17 0yI 0 1- 1 4 } 0 d Opp C7 tLLol eD�� ~ ou p w N LUSp v1 Z W Om c� m 7 fll 11 1Lz by �a 59BBGPE MOWN NtaIL tuILILnME O 0 4 U) Z Z O_7 Q r Z m Ld 0 2 LU 1:14cy) LL 04 I LUO O O a(6z O UZ LUSp v1 Z W Om c� m 7 fll 11 1Lz by �a 59BBGPE MOWN NtaIL tuILILnME O 0 4 �11 Emm LUSp v1 Z W Om c� m 7 fll 11 1Lz by �a 59BBGPE MOWN NtaIL tuILILnME O 0 4 CONSTRUCTION NOTES R iZ GENERAL NOTES: GENERAL NOTES [CUNT.); WATER SUPPLY: STORM DRAINAGE: VARUS (34.5' NOMINALLY) VARIES L THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH L AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT L THC CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON VARIES PL (V NOMINALLY) PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL VERTICAL ELEVATION AND HORMONTAL LOCATION PRIOR TO PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO REKSVEA CITY PAINS. ALL CHANCES NEED TO BE APPROVED BY THE CITY PRIOR TO (O5' NOMINALLY) 13" 8' 0.5, CODE, AND THE TERMSOFANY AGREEMENT WITH THE CITY OF START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY), OF TIGARD STAMPED APPROVAL ON CONSTRUCTION PLANS. CWVS. IF NEEDED, THE DRY WILL SEND TO CWS FOR APPROVAL. 5' 17-58' 8'TS TIGARD REOMTJIN O WDRKTD SE DONE PERSUAr4TTO THIS SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF PROPOSED WALL PERMIT. FACILITIES BE NEOESSARY, IT SHALL DE DONE AT THE PERMIT 2. THE CaaM ACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS 2, ACCEPTABLESTORM DRAIN MATERIALS AREAS SHOWN ON PLAN AND FIOLDERS EXPEN1SE CHANGES MUST BE APPROVED BY THE ON THE 0O4S'TRUCITON SITE AT ALL TIMES. PROFILE SHEETS AND SHALL BE TESTED IN ACCORDANCE WITH C.WS. 2. THECITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS CITY IN ADVANCE OF WORK PERFORNMI4CE. CONTRACTOR STANDARD SPECIFICATIONS. (RAO -O7 20) .f 2.ON 'MANUAL ON UNIFORM TRAFFIC DEVICES FOR STREETS AND SHALL COORDINATE THE WORK WITH AFFECTTED UTILITY 3. ALL WORK SHALL BE IN ACCORDANCE WiTH AWNA WXRICAN WATER WORKS HIGHWAYS', U.S. DEPT. OF TRANSPORTATION. FHWA, CURRENT ED. AGENCIES- ASSOCNT10N1 STANDARDS. 3. STORM DRA14 PIPES SHALL BE RUBBER GAASKETED. LATERALS TO BE 511D. 16" CURB WHITE IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION 3, TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR 22, ATEMPORARY HARDSURFACE PATCH (COLD MIX AC OR HOT 4, ALL WORK WILL BE INSPECTED AND APPROVED BY CITY & PROJECT INSPECTOR. 5.08.07 ONS R&607-20. IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, MIX BASE PAYING) SHALL BE PACED ON TRENCHES WITHIN V MOUNTABLE ALSO. IN ACCORDANCE WITH ACiTY (JOB SPEORC) APPROVED RCAOWAYSATTHE END OF EACH DAYS WORK. NO TRENCH, ON & ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT -LINED, OF NEW 4. ALLTESTING OF STORM SEWERSAND SANTFAKY SEWERS ARETO BE IN SIDEWALK TO MATCH 777r CJJYFA= TD 92z DF AASHTO TRAFFIC CONTROL PIAN. A COPY OF THE APPROVED TRAFFIC SITE OR OFFSITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE MANUFACTURE AND MADE IN THE USA. RPE SHALL BE'TYTOW JOINT DUCTILE ACCORDANCE WITH C.W.S. REQUIREMENTS. SECTION A -A OF CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. CONDITION. PERMIT HOLDER IS RESPONSIBLE FOR AND IS IRON, CLASS 52. ALL FITTINGSSHALL BE MU (MECHANICAL UNLESS DETAIL f43 SHEET 9 8' CRUSHED ROCK. DdIPACTED TO 95x OF AASHTO LIABLEFORIWARDSORDIVufAGERESULTINGFRDMiHE OTHERWISE SPECIFIED. SANITARYSEWER: T-180 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY PROSERR1fIN OF THE WORK. MOUNTABLE CURB TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36'. OF 2'-D' BASE ROD:, COMPACM TO 95% OF AASHTO FROM THE CITY ENGINEER THE PERMIT FOLDER IS RESPONISIBLE 23. WOW PROVIDED FOR LINDER THE PERMIT SHALL INCLUDE BACKFILL SHALL BE 3/4'-0' GRAVEL. 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND EXISTINC CROON D T_1BO FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW REPAIR Of DUSTING FACILITIES 11ROAD3, DITCHES, ETC,) AS MAY SHALL BE TESTED IN ACCORDANCE WITH CLEAN WATER SERVICES DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD BE NECESSARY, IN THE CITY I48PECTORSORNION, TO 7, ALL VALVE -OPERATING NUTSSHALL BE WITHIN 36' OF FINISHED GRADE, (C.W.S.) STANDARD SPECIFICATIONS R &0 07-20. LATERALS TO BE TYPICAL NEW ROAD SECTION - 5� ICING CT. POLICE DEPT. TLCAD�CFIr E & U AND TO 7RIHMETA D OVERCOME DETERIORATION IORATTION ORAUTHORIZEDSEWHICH PERMIT. OCCURRED4 OTFERWISE VALVE OPERATING NUT !EXTENSIONS WILL BE REQURED. GREEN IN COLOR AND MEET THE COVER FEQLMrd LENTS OF SECTION &0&07 0" R&0 07.20. STA: 1+22.18 - 1+37.B7 OMPEOTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS B. POURED CONICRETETHRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF !S ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE EXPENSE. REARING SURFACE ARE REQUIRED AT EACH TEE, GROSS, AND BEND LOCATIONS ROADS: NTS PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF (SEF DETAILS FOR MINIMUM BEARING ARE AS). AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE 24. ONE AS -BUILT MYDAR DRAWING SHOWING ALL NEW PUBLIC L MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED CONSTRUCTION AREA72 HOURS IMIH.) BEFORE INITIATION OF IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE 9. A4"x4- x S'.V, PAINTED BLUE, SWILL BE INSTALLED N FRONT OF EVERY24NCH TO THE DEPTH REQUIRED TO PRDIADEA FIRM FOUNDATION ANDSHALL CONSTRUCTION WORK. PREVIOUSLYAPPROVED CONSTRUCTION BANS AND, ALSO, ANY WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS BE REPLACED WITH PIT RUN CRUSHED ROCK. THE ENTIRE SUBGRADE IMPROVEMENT WHICH MAY IMPACT AN COSTING PUBLIC INSTALLED. ALL2•INCH WATER SERVICES SHALL CONSIST OFA NU x 2' IPTTE E SHALL BE THOROUGHLY CUMPACTEDTO A RELATIVE DENSITY OF 95% R R Ii ACCE35TO EXISTING PROPERTIES SHALL BE MAINTAINEDATALL SYSTEM OR FACILITY, SHALL RE PROVIDED TO THE CITY RYA AND 2• H? X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER OF TAW. 4' ROCK IS THE MAXIMUM ALLOWABLE SIZE. VAR( -5 (34.75' VCM ALLY} TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MNL SERVICE REGISTERED CML ENGINEER ALONG WITH AN ENGINEERS COMPANY. 0.5' - AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL CERTIFICATION OF INSTALLATION COMPLIANCE FORM 2. WET WEATHERCOHSTRUGTION AND OTHER UNFORESEEN CONDITIONS VARIES EFFECTIVE ACCESS IS ESTABLISHED, ATTACHEDJ.IN ADDMON,THE AXIPLICAf4P5 AS BUILT DRAWINGS 10, FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ x 6' FLG. {FLANGE) TEE, W FUG. x MJ MAY REQUIRE AN ADDITIONAL ROCNSECTION AND THAT GEOTEKRLE SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S GATE VALVE 8' MJx MI HOLDING SPOOL, AND A MODERN MUELLER CENTURION FABRIC BE PLACED ON THE SUBGRADE IN THIS EVENT, THE 6' 17.56' 8'S or 7. TRAFFIC CONTROL DEVICES, FLAGPERSONS, M. SHALL BE IN ENGINEER SILALL PROVIDE THE CITY WITH AN ELECTRONIC RLE FIRE HYDRANT, A -44Z W MJ, 8114' MVO, 3-POR7 (2.2 V NST HOSE CONNECTION, CONTRACTOR I5 TO CONSULT WITH THE ENGINEER AND WORK TO THE PROPOSED WALL PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL WITH POINTS FOR EACH STRUCTURE [MAN1 13' HOLES, CATCH NST PUMPER), IW PENTAGON SATING MAT, OPENING LEFT, COLOR: WRITTEN RECOMMENDATIONS OF THE ENGANEER. FRS iYALL BE EFFECTIVELY MAINTAINER BASINS, WATER VALVES, HYDRANTS AND OTHER WATER YELLOW: APPROVED EQUAL: MUELLER CENTURION A-423, WATERIDUS PACER (W OF WALL SYSTEM FEATURES) IN TH DEVELOPMENL AND THBR 6790. CLOW MEDALLION. 3. THE COWRACTOR SHALL NOTIFY THE CITY OF TIGARD FOR INSPECTIONS - 2�0y„ TO BE ON & PURSUANT TO HOARD MUNICIPAL CODE SECTION 7.40.190. WORK RESPECTIVE IT AND Y STATE PLANE COORDINATES, (1) WHEN THE SUBGRADE IS COMPLETE. (2) 24 HOURS PRIOR TO ABOVE STREET IS PERMITTED BETWEEN THE HOURS OF 740 AM TO TROD P.M. REFERENCED TO NAD 83 (91} INCLUDEACAOBAT ('I""a 111 11. EACH FIRE HYDRANTSHALL BE INSTALLED UPON A PRE-FORMEDCONCRETE PLACEMENT OF ROCK BASE MATERIAL AND (3124 HOURS PRIOR TO - _ MADE) DALY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANABER FILE AND ONE 11x17 COPY OF AAS-BLILTS. BLOCK WiTH I %CUBIC YARDS OF CAUSHIEO 2'-Y'4" DRAIN ROC((. TARPAPER WILL FINAL PAYING FOR AN INSPECTION OF THE WORK, ANDAT PROOF -ROLL .Lai.11 BE LAD ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH FOR CURB AND GLITTER AND FINAL PROOF -ROLL PRIOR TO PAYING, 9. FLOURS OF CONSTRUCTION ON COLLELTORAND ARTERIAL ROADS 25. A SEWER SYSTEM MR -TEST AND (V.H.S.)IV TEST REPORT AND COVER. 5' MOUNTABLE WILL BE LIMITED TO 9:0p AAL - 3%10 P.M. UNLESS AUTHORIZED BY ONE SET OF BLUELINE "AS-BUILTS' (OF EITHER OR SOTH THE 4. THE ROADWAY MUST BE PROOFROLLED UNDER INSPECTION OF THE SIOEWAU( TO MATCH THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON STORM AND SANITARY SEWER SYSTEMS) MAYBE REQUIRED BY 12. ALL SANITARY SEWER LANES WITHIN 10 FEET LATERALLY OR 3 FEET VEWiIDALLY ENGINEER AND THE CITY OF TIGARD WHEN THE SUBGRADE IS SECTION A -A OF 3 !' AC. COLPACTED TO 9211 OF AASHTO OOIU ECTOR AND ARTERIAL ROADS BETWEEN 9:30 P.M. AND 9:00 THEOITY FOR REVIEW AND APPRCVALPRIORTO CONNEICTION OFA WATER MAN SHALL BE ENCASED INA REINFORCED CONCRETE JACKET6' COMPLETE AND WHEN THE TOP ROCK IS INSTALLED PRIOR TO PAVING. SEC DETAIL ION SHEET 9 T -2O9 A.M. UNLESS APHORIZED BY THE COY ENGINEER. OF ANY BUILDINGS TO THE SEWER SYSTEM. THICK FOR A DISTAI4C£ OF 10 FEETON BOTH SIDEOF THE CROSSING. WHERE CR0831NGSARE NECESSARY, THEY MUST BE MRDEATAPM)UMATIIY 90 S. THE ASPHALTCO4ORETE PAVEMENT SHALL BE PROVIDED FROM A MIX 2 314 ..{5' CRUSHED ROCK, CCrANpACTED TO M OF AA5HT0 10• MINIMUM TRAVEL UNE WIDTH SHALL BETWELVE (12) FEET; 20. THE PERMIT HOLDERS ENGINEER/114SPECTOR SHALL SUBMIT DEGREES WITH AT LEAST 7.8' OF SEPARATION BELOW THE WATER LINE FORMULAAS SPECIFIED BY DOOT SPECIFICATION SECTION 00744 RB MOUNTABLE CUT-168 PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE (MINOR HOT MD9 , LEVEL II 112' HMAC OR WMAC. COMPACT AC CNTYB INSPECTOR 13. ALL MANS WITH ASTATIC PRESSURE UP TO 1.00 PSI (POUNDS PER SQUARE INCH} PAVEMENT TO MINIMUM 9216 OF MAIL DENSITY PER RICE STANDARD COSTING GROUND Y OF 2'-D' BASE ROCK, COMPACTED TO 95Z OF AASHTD 1L THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC SHALL BE TESTELAT 150 PSI FOR 1 HOUR WITH A MADMUM LDSSOF5 PSL METHOD. THE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH T-180 CONTROL REQUIREMENTS AS MAYBE NECESSARY TO EFFECTIVELY 27. THEO" INSPECTOR MAY.,ATTHFR DISGRETION, REQUIRE WATER MAINS WITH ASTATIC PRESSURE GRE1DERTIM 700 PSI SHALL BE CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT CONTROL TRAFFICANDTO ASSURE PUBLIC SAFETY. PROVISION OF TESTS AND OR REPORTS FROM TOE PERMIT PRESSURE TESTED AT 15 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A UNLESS OTHERWISE INDICATED. TYPICAL NEW ROAD SECTION - SW ICING CT. HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO MAXIMUM LOSS OF 5 PSI. 72. BEFORE INMA71NG ANY OONSTRUCTION ACTIVITY, THE PERMIT VALIDATE CLAMS OF MATERIAL OR CONSTRUCTION d THE DEVELOPER SHALL INSTALL91RU7 LIGHTS PER THE INLCUDED STA: 1+37.87 - 2+37.02 HOLDER SHALL CONTACT THE CITY'$ PRIVATE DEVELOPMENT ADEQUACY/COMPLIANCE SUCH TEFISJREPORTS SHALL BE 14. UPON SATISFACTORY COMPLETION OF IE31ING�T HE NEW NWNSAND LIGHTING PIAN. N75 INSPECTOR. (503/839,4i71) TO ESTABLISH A PLACE, TIME, AND PROVIDED AT THE PERMIT HOLDERS• EXPENSE CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH DATE FOR A PRE TRUCTION MEETING, POTABLE WATER PRIOR TO DISINFEK:MN. FLUSHING VELOCITIES SHALL BE AT EXCAVATION & GRADING' 28. THE PERMIT HOLDER SHALL PROME A COPY OFA PROPERLY LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE EXECUTED RELEASE AND WAIVEROOG'UMENTToTHE CI[YFOR AWWASTANDARD C651-QZ'HESTATE HEALTH DW991MAND CITY L THE CONTRACTOR SHALL DETERMINE THE TYPE 0FEQUIPMENTAND 7 C W CTIYS INSPECTOR AT 503/S39.41711WEMY*MR (24) HOURS EACH OWNERSHIP DISTURBED SYCONSTRUCTION ACTIVITY, A9 REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE METHOD TO USE TO ACHIEVE REQUIRED COMPACTION. THE VARIES PRIOR TO COMMENCING WORK, TW ENTYFOUR (24) HOURS PRIOR EVIDENCE OF DISTURSIWCE RESOLUTION AND OMER USED. DISINFECTING MIXNETURESHALL BEA CHLORIWATER SOLUTION HAVING CONTRACTOR SHALL ARRANGE FOR A GEOTE"r-AL ENGINEER TO TO ANYSTAGED INSPECTION A4DAFTER COMPLETING WORK SATISFACTION. A F•REECHLORINE RESiDUAL OF40W MG/L(MILUGRAMS PER LITER). THE ODVERED BY THE PERMIT. DISINFECTION MDOURE WILL BE PREPARED INJECTING IN.ECTG ACALCIUM/SODIUM TEST AND CERTIFY SOL COMPACTION. THE COY Cf TI(iARD, AND THE VARIES 29. EXISTING MONUMENTS, PROPERTY CORNERS. AND SURVEY HYPOCHLORITE AND WATER SOLUTION IN70THE PIPELINEAT A MEASLIREO RATE ENGINEER SHALL RECEIVE COPIES OF ALL GEOTECHMCAL INSPECTION S- 14. A COPYOFTHE P84" TANG ALL ATTACHMENTS ANDACOPYOF MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BEAT WHILE FRESH PNAIRI F1 WATER ISALLOWED TO FLAW THROUGH THE PPFIJNE AM TEST REPORTS, 5' VARIES VARIES THE APPROVED CONSTRUCTION PLAN AND ALLAMENDMFNTS THE PERMITHOLDERS'EXPENSE SO THAT THE CHLORINE -WATER SOLUTION 6OFTHE SPECIFIED STRENOTH SHALL BE AVAILABLE AT THE WORK AREA ALL WORK SHALL TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PPFIINE LONG 2. PPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING AND PROPOSED WALL BACKFILL REQUIREMENTS OF CWS PER OWG NO, 590, BEDDINGSHALL (70P OF WALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS 30. THE ENGINEER SHALL NOTIFY THE FINALWASHINGTONFOF ENOUGH TO DESTROY ALL NO ENPO F T E 24-H UR PIERIO .THE PI ELI NE 15T BE 314-0 CRUSHED ROCK, EXCFFT WHERE NATIVE MATERIAL MAYBE TQ BE 0.5, AHDTOTHECIM APPROVED PERMIT PIANS, ANDAPPROYEO PLAN SURVEYOR WHEN THE INITIAL AND FINAL LIFTOF ASPHALT HAS PERIOD IS 24 HOURS. AT THE Fft1 OFTHE 24-HOUR PERIOD,THE PIPELINE ISTD USED, VARIES AMENDMENTS AND Ta THE CRYS STANDARDS ANND BEEN PLACED. HAVE A FREE CHLORNE RESIDUAL OFA LEAST 10 MOIL. AFTER SATISFACTORY 4 ABOVE STREET SPECIFICATIONS ANDTO THESE GENERAL MNDPTIONS, CHANGES CHLORINATION, FLM THE WATER FROMTHE LINE UNTILTHE WATER 3, TRENCH BACILflLL WITHIN THE RIGHT-OF-WAY SHALL BE CLEAN, MADE)TO ANYOFTHEAFORESMD MUST BEAPPROVED BYTHECTTY.IN 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPEM-OR, THROUGHOUT THE PIPELINE IS DQUAL CHEMICALLY AND BACTERIOLOGICALLY TO ADVANCE OF WORK PERFORMANCE. IN WRITING, THE NAMES AND 24 HR EMERGENCY THE PERMANENT SOURCE OF SUPPLY. WELL rfiAOEo3/4"�' CRUSHED ROCK COMPACTED 70 9596 AASHTO HOUR TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE Tom' 5' MOUNTABLE 1S- MAINTENANCE OF THE WOW AREA AND APPROACH ROADS IS THE AUT(IORITYTO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION 15. DISPOSE OF THE DISINFECTION WATER IN AAPPROVED MANNER. DO HOT ALLOW � ALL AREAS � FILL THAT WILL BE WITHIN A FlUIURE BUILDING ENVELOPE SIDEWALK TO MATCH RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE DFANY DISINFECTION WATER TO FLOW INTO WATERWAY WITHOUT ADEQUATE DILUTION ALLAREE COMPACTED N ACCORDANCE WITH THE UBC CHAPTER 33. SECTION A -A OF 3 Jr ACP COWACTED TO 9211 OF AASNTO APPROACH ROADS SHALL BE MAINTAINED IN ACLEAN CONDITION, EMERGENCY, THE PERMIT HOLDER SHALL NOTIFY THE CITY OF OTHER SATISFACTORY METHODS OF REDIJCING CHLORINE RESIDUALS TOA SHALL DETAIL 143 SHEET 9 T-209 FREE FROM OBSTRUCTIONS AND KA2ARDS. ACOPY OF THE INSPECTOR, IN WRITiNG, OF ANY/ALL ASSIGNMENT CHANGES. SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND RBSHINO OFTHE 5, THE CON4TRACTORSHALL, PROVIDE PROTECTION TO ADJOINING PERMIT HOLDERS CERRTIFICATEOFINSURANCE SHALL BE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PROPERTY FROM EKC'AVATION AND FILL ACTNTIIESAND FROM T OLRgTABLE CURB 2" 314'-O" CRUSHED ROCK, COMPACTED TO 957C OF AASH70 AVAILABLEAT THE WORK AREA 32. THE PERT HOLDER SHALL CAUSE HIS CONTRACTOR TO PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BETAKEN SEDIMENTATION DUE TO RUNOFF. THIS MAY BEACC]MPLISHED BY THE T-180 PROVIDE TO THE CRY INSPECTOR. IN WRITING, THE NAME AND BY 7PW. INSTALLATION OF APPROPRIATE DRAINAGE DOCHES NEAR THE ENSTNG CJi0UMmN I& THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS 24 HOUR LNEXRGENCY TELEPHONE NUMBER OFA DESIGNATED PROPERTY BOUNDARIES AND BY KEEPING GRADING ACTIVITIES AT Y OF T' -W BASE ROCK, COMPACTM TO 95x OF AASHTD OR EQUIPMENT OF ANY UPON ANYPUBLIC ROADWAY IS 'COMPETENT PERSON' RESPONSIBLE FOR CONSTRUCTION 143. WATER METERS WILL BE INSTALLED BY TPW UPON NDPAWAL REQUEST AND LEAST FEET AWAY FROM PROPERTY BOUNDARIES, AS REQUIRED BY T-1130 STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR SAH kIY As PLR OR-0SHA, CHAP, 437, DIV.3 CONSTRUCTION, PAYMIENT BYOTHERS(OWNERS). ALL WATER METERS DONNECTEDTOAN THE UBC CHAPTER 33, IMMEDIATE CANCELLATION OF THE PERMIT. THE CRY MAY AT ANY BLG DN00\ P- EXCAVATIONS. THE CONTRACTOR SHALL IRRIGATION SYSTEM MIDST HAVE THE PROPER OREGON STATE APPROVED TYPICAL NEW ROAD SECTION - SLY KING CT. TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO NOTIFY TH E CITY INSPECTOR OF ANVALLASSIGNMENT BACKFLOW PREVENTION DEVICE, MINIMUM OFADGVA (OGUBLECHECK VALVE r; TRENCHES ARE NOT TO BE LEFT OPEN OVERNIGHT. STA. 2+37.82 - (REMAINDER OF STREET) ACCOMPUSH CLEM UP. CHANGES. ASSEMBLY) INSTALLED ON THE PROPERTY SIDE or THE WATER METER. IN ADDITIM EVERY METER FOR COMMERCIAL, MULTIFAMILY, INDUSTRIAL, AND NTS 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL 33. IT IS THESOLE RESPONSIBILITY OFTHE PERMIT HOLDER TO INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER ENGIN EERS NOTE TO THE CONTRACTOR: DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE PROVIDE FOR PROPER RIGHT-0FfHTRY AND/OR EASEMENTS OREGON STATE APPROVED BAOTLOW PREVENTION DEVICE MINIMUM OFA DCVA CLEAN WATER SI RVICEED AND D.EQ. REQUIREMENTS. THE CITY PRIORTO STARTING WORK. PROOF OF RIGHTH]F•ENTRYOR INSTALLEDON THE PROPERTYSIDE OFTHE METER.THE BACKFLOW PREVENTION THE EXISTENCE AND LOCATION OF ANYUNDERGROUND UTILITIES OR MAYAT ANY TIMEORDER CORRECTIVE ACTION AND STOPPAGE OF PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDM70 DEVICE SHALL BE INSTALLED AND TESTED BYTHE OWNER WITH THE RESULTS STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF �5.0'15.0 WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL THE CITY. THE CITY SHALL N NOWAY BE CONSTRUED TD BE FORWARDED TO TPW WATER DIVISION. BEFORE WATER SERVICES CAN BEGIN, AVAILABLE F REd7RDS- TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO 151DEWA PROVIDE FOR THE PERMIT HOLDERIGHT7 F FAILURE TO OBTAIN OR COSTING TORMUTILITIES REXCEPTEQUIRED TO VE $(-OWN ON THESE IOWA$. THE ]S. PRQP7RTY DISTURBED BY CONSTRUCTION ACTIVITI' $HNALL BE PRQYIDE FOR PROOF OF RIGHT-0FTNiRY OR FdaFuIFNTIj. 17. UPON COMPLETION OF INSTALLATION OF THE WA7131 SYSTEM, ZINE CONTRACTOR T� S R�IRED TO VERIFY ANDTAKE DUE PRECAUTIONARY SEEDED WITH A STANDARD GRASS MI1t SHRUBS, FLOWERS, OR OWNER SHALL ADVISE CITY PRIVATE DEVELOPMENT ENGINEER, GREG BERRY MEOSURESTO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. BARKDIBT, as TNG SIGNS, PAVEMENT MARKINGS, MAILBOXES, 34, BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL (9V2tU2Wd.0f{W) OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBLI Y CTO.SHALL BE REESTABLISHED, REINSTALLED OR REPL AOM, CLEAN AND KAVETHECTTY OOMPLETE A PRE-ACCEPTANM ADDED 10% FOR TPW NSPEGTONS, WATER LOSS, OVERHEAD, ADMINISTRATION, FOR THE UTILITY PIPES, CONDUITS ORSTRUCTURESSHOWN OR NOTSHOWN - WITH LIKE KIND AND MATERIAL. VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT SAMPLING, EIC. AND 2% FOR ENGINEERING REVIEW, INCLUDING ^ ALIS' ON THESE DRAWINGS. HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC, 19. EF°EGTNE DRAINAGE CONTROL IS REQUIRED. DRANAGESHALL FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE B' POROUS CONCRETE 7_T 5 AC {ONE LIFT) BE CONTROLLED WITHIN TILE WORK SITE AND SHALL BE SO REPAIRED BEFORE PLACEMENT OF FINAL LIFT. OPERATION OF VALVES IN THE TIGAROWATER SERVICE AREAS PROHIBITED. THE RESPONSIBILITY AGREES ESTHATJOB E SHALL MESOLDURING ANHE D EOF M WNTASLE SIDEWALK ROUTED THATADJACENT P'MVATE PROPERN, PUBLIC PROPERTY CONSTRUCTION OF THE PROJECT, INCI.U01NG SAFETY OF ALL PERSONS AND ANDTHE RECEIVING SYSTEM S NOT ACIYERSELY IMPACTED. THE 35. (PRIVATE SYSTEMS} THE DEVELOPER SHALL MAINTAIN THE AS14TO NO. 57 (SUFFICIENT M FILL LARGE CITY MAY Ai ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE WAER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, PROPERTY; THAT THIS SHALL APPLY DONTINLOUSLYAND NOT BE LMVI7ED 2- MLN. ARSHTO ND. 57 £ SPACES IN RAS}, OF WORKED AOCOMPLI9FITFFECTIVE DRAINAOECONTROL. AHD SHBLL PERPoRM Al SCHEFNILED MAINTENANCE TO I I TO NORMAL WORKING HO1R8: AND TENT THE CONTRACTOR SHILL DEFEND, (SLIFPTCIENT TO FILL LARGE ASSURE PROPER FUNCTIOUNr OF THE FACILITY. AS-BUILTINOEMNIFl` AND HOLDTHEOWNER ANOINT ENGINEER FWihdLESS FROM AGGREGATE SPACES IN BASE). ' WASHED DRAIN ROCS(, 401 VMS 20. OREGON LAW REQUIRES FOLLOWING THE RULESADOPIED BYTHE AW AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE3E7 PERFORMANCL OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING ETIIST NG GROUND FORTH IN OAR 962-001-0010 THROUGH OMR 9b2 -001.00M 10/19 2015 FROM IIfE SOLE NEGLIGENCE OFTHEOYYNER DRTHE ENGINEER. ODPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 60324&1967. IFYOU HAVE ANYQUESTIONSABOUTTHE AS -BUILT DRAWSURVEY, 1SSAN FIMD INSPECTOR IS BASED ER CONTRACTOR SHALLVERIFYLMLLCONIXDOHA DEPTHS, LOCATIO SMD REPAN TYPICAL NEW ROAD S'U'CTION - SW ICING PL. RULES,CDNTACTTHEC£NTERNOTE:DAMAGETOUTILTDESSHALL CONTRACTOR, IFIELDNFORMATION SURVEY. AND RAA. BE FIELD GATHERED DIMEN510HSOFEIGISTINGURLITiESANDSHALLREPOPITALLDSCREPM�ICET5 BE CORRECTED AT THE PERMIT HOLDERS EXPENSE DATA ALL ISE IN HEREON sHAL1 BE FEUD VfRIREO TO THE ENGINEER PRIOR TOTHE COMMENCEMENT OF WORK N75 PRIOR TO USE IN DESIGN AND/OR WN6TiTifCTOIE N LILA LILA Lu w4 y� E3 g x 0� Z Z W N 0 O F 9,d N C �Qd n�cs U, u_p XX�❑ R F U U) Z 0 co 0 ILL a Q Z Z (n Z p O 1- Z U w LLJ C'4 W z� aoc`�v cr -J O a (7 (b z U (n Z 0 o Z 0 TD IIa' Pt EL.777.r f� Ir um 1 1 TjDf@YEYNY OIIYEWAY NO PAUIHNC SIGN ' jf+lf I ABPHIL7 DprEwr - _ —.- DUOS WWX AlIEJIp 504 Fp SIC 0 / a -lass' SL7NC ts' tTOa6 C610E � APPEARS TO SE Sal By 9118.ECi PROpam f -- f r � EUOSTMyg 7.8' f r TAX Lal' ---- 3' PIKE 1 t 1900 TTOYCE r 7f fr 1 1 BIDC r 1 r 1 I r - � caA°�1 i r 1 r+j FENCE � 0 � IN EFEMCE II i TF1C£ oDR1ITR 1.a' LORAN AID I.1' EAST W PRDPERTI' OL'RINFJI AS W&Y aWVE1MT _ �j '- 8 F9 CRYOF ARD O 1:11911 EL-1m.N SW TTeLM TTIDIlw Y pPYEWAY ~—ASPHALT� IT— MICE4, 70 BE N SjC e %mLEL�1✓16.Y r SEYIDIED ASPHALT WALL DRYMMYCONOtEm + orv, ` SII I I 7 ! TAX Lar TAX TAT 11OI I 11(++ I IT WOOD FMM I BUILT SY OAE71S I 0. 110110 IBM f MME m MjEfBftiCE r 4 - _ 'L+ i Ni �I PB SAA N • MASONRY v MOD �¢ �� `• APPEEMPS K HALT - TAX LOr 1 ' OT SULECr PROPERTY ' 901 FENCE am UWE I"x APf7iadF1E ILCAIITIN o< E]CSiIJP 5NPTARY SERIVE TO BE REMOVED. f OOMIIMCNR TO IWY LBCAWN. I � TAX LOT 16' DMOCNAL WELL *OWER OVER BRW UNE RAND DUG TELL APPRINC PO' TO WIRE NT OTE TEM_ MUST PROVE iOTWATIOH OF WE MASTER MM TD DECOMMISSIONING ANE WELL SAMTARY 4) EL - T RII TL -770.15 NX, N (Sf// - 17zlr IL OD7 [BEL - 177.5 s WWIE �' FENCE EMSW DOLLARD M RM EL - 182" O IE NN [NNS - 17ar TR 1E N [SE} - 17" —T— I.E. OUT (NEL - 17W.7' © SOTARY WANHOLE TIM P.- - 7NW.7y' m 3y 01SINN - IE PI 17Ti.G �oN IE, cul DPMI-- 1Mir .Oa CATCH amm a MEL - 177.18' 3.E N - 171.7 —� IE N 1729' I.L an (NJ - DK?' © CATRI DAM 11 RM EL_ - tW47, ;u IL IN (E - IM.0 3 - CIT (fI} - Mir f� Ir um 1 1 TjDf@YEYNY OIIYEWAY NO PAUIHNC SIGN ' jf+lf I ABPHIL7 DprEwr - _ —.- DUOS WWX AlIEJIp 504 Fp SIC 0 / a -lass' SL7NC ts' tTOa6 C610E � APPEARS TO SE Sal By 9118.ECi PROpam f -- f r � EUOSTMyg 7.8' f r TAX Lal' ---- 3' PIKE 1 t 1900 TTOYCE r 7f fr 1 1 BIDC r 1 r 1 I r - � caA°�1 i r 1 r+j FENCE � 0 � IN EFEMCE II i TF1C£ oDR1ITR 1.a' LORAN AID I.1' EAST W PRDPERTI' OL'RINFJI AS W&Y aWVE1MT _ �j '- 8 F9 CRYOF ARD O 1:11911 EL-1m.N SW TTeLM TTIDIlw Y pPYEWAY ~—ASPHALT� IT— MICE4, 70 BE N SjC e %mLEL�1✓16.Y r SEYIDIED ASPHALT WALL DRYMMYCONOtEm + orv, ` SII I I 7 ! TAX Lar TAX TAT 11OI I 11(++ I IT WOOD FMM I BUILT SY OAE71S I 0. 110110 IBM f MME m MjEfBftiCE r 4 - _ 'L+ i Ni �I PB SAA N • MASONRY v MOD �¢ �� `• APPEEMPS K HALT - TAX LOr 1 ' OT SULECr PROPERTY ' 901 FENCE am UWE I"x APf7iadF1E ILCAIITIN o< E]CSiIJP 5NPTARY SERIVE TO BE REMOVED. f OOMIIMCNR TO IWY LBCAWN. I � TAX LOT 16' DMOCNAL WELL *OWER OVER BRW UNE RAND DUG TELL APPRINC PO' TO WIRE NT OTE TEM_ MUST PROVE iOTWATIOH OF WE MASTER MM TD DECOMMISSIONING ANE WELL � rex Lor "Dim 003 j d cnYX1IE DIETOEAD POW41 0� IRIDERLAOIAID POIIEIt AM TEIFPHONE �-{ 4' WgLO FENCE !I 1Y f W'r ENDS T.a SOUTH Ir WOOD FENCE _ APPEARS 70 EE BUILT ST SUB.ECT PRWERTI' �ad ON FENCE LI NE TAX IAT �Juo w WOOD FENCE — — � a' FENCE I" W, B EWSTW DUSH/3*M _SHED „ CAI ( DIAMETER GCfiLWSR s NS6'4'rti s WWIE �' FENCE EMSW DOLLARD � rex Lor "Dim 003 j d cnYX1IE DIETOEAD POW41 0� IRIDERLAOIAID POIIEIt AM TEIFPHONE �-{ 4' WgLO FENCE !I 1Y f W'r ENDS T.a SOUTH Ir WOOD FENCE _ APPEARS 70 EE BUILT ST SUB.ECT PRWERTI' �ad ON FENCE LI NE TAX IAT �Juo w WOOD FENCE — — � a' FENCE I" W, B EWSTW DUSH/3*M EXISTINGSHk!�/TpH GIAMmRppcLC:WRp ( DIAMETER GCfiLWSR Emsim 918" ■ EMSW DOLLARD M EMsmic 7ELEPWW VAULT O EXISTING 7ELEPHONE POLE TR EMSTW 7E0"81E RISER —T— EMSYM UNDERMDDUNP TELEPHONE —rr-- ENST" OABLE TV LEE EMSTMO PHONE SOUTH m EMSTMO ELECTRIC METER EXISTING ELECTRIC RISER �oN VISIMLO RYC EIECIVAULT .Oa EXIST" POWER POLE a EMSTMG GUY MOM EMSTIHG LIGHT POLE —� EMSTI NG UNDEROROIAIS POKER LUES CMSTPAO PIIS HYDRANT 10 EMSTMG WELL 11 EMSTM NATER METER ;u EMSTPAG WATER VALUE EM9ING UNDRUIMMUPW WATER �7 E10SIIN0 GAS VALVE ENSTIIW GAS asm jF EMSTRAG GAS PWP 0 EMSTIHB SAS METER I N70SRN0 UNDERGROIRNO rM URE 1 EXISTING LATCH BASIN D EMSTIHG METAL CUL%M ) EMSTIHG CONCRETE CULVERT 1M EMSTPNO SANITARY 14Al4 M 0 "STM STORM MANHOLE E1tlSTW CLEANOUT —ss EMSTW SANITARY SEWER LINE EXISTING STOW SEW LINE NP APPRO[. LOCAAOI OF SEPTIC TANK M E10SEING MAILBOX L EMSTIMG UTILITY VAULT EMSTMG UTILITY RISER EMaRNG FENCE .. ED51P1>A ROCK WILL o FOUND WONUMENM EIISTMG CO"CRETE COSTING ASPNALT EMSTINO GRAVEL AS -BUILT 10/19/2015 NOTE: As -BEST DRA'MNDs ono" Is BASED ON 00MTRACTOR. MD S» RWY, AM MELD NSPECWR "THEiED DATA. ALL INFORMATION MERECH 94XL SE FIELD VEWFIFD PRIOR TO USE IN DE91GM MO/W CO1 MUCjfON. CN AO a q Ia M 1 duh - SO M 11x17 SCALE' 1 MON - 60 R 23 a w L O wN N A oI`0 d In u u. En Z a z v v (n a 5 0 ❑ v U L04 2 �oN ~ J C'3 Lb z ININ 111111 TAX LOT 9700 1 1 , � 1 }l l 1 f l } f rnx LOT 1 Il 1200 f l � h y I i I I i { 5 42'06'40" W 195.74' � l -- 60 --T-- -- —, -- — ,` A& _ _ +A' ► „ _ — — 5 42'05'40" W_ 159.79' TRACT — — — ` L7 PASSIVE 6656 SF + Fj — — SSP MNG CT _ { OPEN — Jya y { SPACE y PUBLIC 2w PUBW -f R/W 7908 SF — f WALK E{411f1IT — 4 I+ SW KING PL hi_415lA2�_ii2&L--_— y GRAbIHu kASEYEHT 10' P.U,E r r41---- g u7-----�—J cn f + 1 II ----------- +------- I Imo' PROP0. �• {�; TAX LOT I tti I I I 2O' 11130 l Nay I EAKMENT TC l 1 j x P t FFE muck N J 2A yII TURHANOUNo Q 1 4859 5F 4906 SF'CD s 5484 SF a I +FL 5003 55 8062 SF f I I I I l y----------------�--- y �= TAX LOT l 47' W' l I I x I y -- -- --,�, -- -- -1 - --�-- 5.' -- -- -- -- -- f l N 42'04'36" E 252.65' ! , t 1 ` f i l TAX LOT TAX LOT TAX LOT TAX LOT l , 900 903 901 902 11 y , AS -BUILT NOTE: 10/19/2015 NO I E: A.s-%xT ARAwHos woRmATION IS BAm OH CON1BKTOR >:'IF7.17 MRKY, AHD RED INSPWWR GATHVV DATA. AUL t+1DW07M NEREDN SHALL BE FIELD WIFIEId MM TO USE IN DMM AND/OR CCNSIRUCINX F m o +o m +c i Inch — 20 h. '•1*17 SCALL frch = 4�) `!. Z VD d ❑ En Q Z � �m Li iso cif 0 c z CL 0� 09 V o Oc FIR 598,-BWE CPEGON xv[wa� �/z/mu OVERFLOW ro auuPlNc oFFSEr CONFE YAHCE AS APPROVED BY BUILDING 2" FRE®OARD JURI$OICiIIXJ J�--C" MR% PpNP PEPD•I SEE NOTE 7. CLOG PROTECTION: DONTRAQORTV FABRICATEAN W DUIME:TER CLOG PROTECTION SCREEN OUT OF 14} AUGE 1/2' MVANAiEF MESH AROUND EACH STAND PIPE MESH TO EATE.4D A MINIMUM OF 1' BELOW THE PLANTER GRADE AND AT LEAST 1' ABOVE THE OVERFLOW. N.T.1 PLANTER TYPICAL SECTION N_T.& y Z ` STRUCTURAL WALL CLJ 30" MINIMUM FACIuTY WIDTH 10POF ELEV. ELEV, ELEV. FILTER FABRIC, 9 -OVERLAP FOUNDATION OIMEN&OHS ON STES DRAIN PER n 12' LIFT OF 14"-Z' DRAIN GOUNTT VAID 192,89 192.96 193.21 ROCK 0(Dz - FILTER FABRIC own xi I OVERFLOW TO 3 . a CONVEYANCE 4 ` NOTES: 1. PRIVATE WATER OUAUTY & QUANTITY TREATMENT 5 L 30" MIN WIDTH - LENGTH TO BE CALCULATED 19300 190.50 190.99 191.37 BASED ON FLOWS 3,VEGETATION; SMALL SHRUBS, TREATMENT PLANTINGS; LOT# RUSH GRASSES, SEE IN uDA HAND BOOK. - 4. TREES OR DEEP ROOTER VEGETATION OVER PIPM Bax SIZE ARE NOT RECGWKNIEp. (SF.) 5. SIZING BY NATIVE SOL INFILTRAT]ON RATE REQUIRES # OF PLANTS RELLLAATIONS BASED ON PERCOLATION TEST B. STORM FLOW kM= THROLf0H WALL LLT OUTS, TYPE OF PLANTS --- AND/OR DOWN 3PUUTS, BOTH TO MAINTAUN MMIMUM HER9k1EOUS f 5HR_HB_ LINEAR DISTANCE FROM THE OVERFLOW PIPE. T• PLANTER REIGNS ABOVE GROUND AMC) DEPTH BELOW _ CRDUMD PER OTHERS. r MINIMUM ABOVE SIZE OF PLANTS --- GVKRfUOW OR BY DESIGN. 8. O1A'RFLON PIPE TO BE MINIMUM OF THE APPLICABLE (MIN. 1" X S" PLUGS] PLIIMBING CGDE, OR CONVEY THE 15 TEAR STORM. ;/i GAL. 1 G.AL 9. GEOTECHNICAL ENGINEERING RENEW OF FAC TTY PROAMITY TO BUO.DING k DEPTH BELOW 9U¢.DING FOOTING REWIRED. LISA ETRDCT IRAL eRA1,BNe HANDBOOK INfILTRATIQN CSdmViiler Sarixa MUT4P17lb 81 fT�1+PaRP Oer.iu PIANTERW - 8LC0.OFFSET CLOG PROTECTION: DONTRAQORTV FABRICATEAN W DUIME:TER CLOG PROTECTION SCREEN OUT OF 14} AUGE 1/2' MVANAiEF MESH AROUND EACH STAND PIPE MESH TO EATE.4D A MINIMUM OF 1' BELOW THE PLANTER GRADE AND AT LEAST 1' ABOVE THE OVERFLOW. N.T.1 PLANTER TYPICAL SECTION N_T.& Z PLANTER TABLE CLJ INSIDE 10POF ELEV. ELEV, ELEV. in LOT OIMEN&OHS WALL 41 a12 M3 I B x 26,5 VAID 192,89 192.96 193.21 iz 0(Dz 2 V x YO' 196.50 1952& 193.47 195.09 xi I 3 x 2V 19500 19402 194041 1909 4 n&' x 27.5 ,94,09 197.46 In71 19296 5 5 x 19300 190.50 190.99 191.37 6 5' x Sr 19200 169.70 189.92 190.14 NDTE: ALL PLANTERS ARE MM BASED ON 2840 S.F. OF IMPEHWOUS AREA EXCEPT LAT 4 WKKX IS ST2ED FOR 28% S.F. OF IMPERVIOUS AREAL ALL ELEVATIONS AND OWENSIOAIS ARE TO BE DETERMINED ,H1H HWLDMIG PERHIT. 3 1 RAIN GARDEN FOR STORIANATER TREATMENT (TTP.) y r 1 i SCHOOL w (37F 1N MIELD TAX LOT 8709 WIS TAX LOT 1200 RAD- r� SR ENG CT. G ff FL t' 17' , ►� TRENCH [[g�yypp.] SEE y� SHEET 10 DETML I I - •- I I r� .T 1 1 l i I I I 4 5485 SF 1 I I II I 6PROPOSED EI iE11PORAR T HOME A FIRE TRUCK TO RaWHr MRN MOUND. Z PR EASEMENT #959 5F , 4906 SF , k Y 40' 5' tit L I I I I 1�------- -� I L------ --••J I r ---I I I y 1 f I I 1 I I �..� ----- -- --- --�- 5 ItIr1 lys� l 1 PROPOSED j 6003 SF 13 6 SETBACK 15'6061 $F I TRACT 'A' (Ty'.) I` I OPEN SPACE 11,030 SF I I I � I I TAX LOT TAX LOT TAX LOT 900 SIM I 901 TYPE V STOP 30• wwuF AUlm SK7I V 2 40FD - p >�J 9GN V LJ LJ V SIGNING LEGEND (SEE SHEET 8 FOR DETAILS) 1 II 1 41 I 1 . I PRGPOM STREET LIGHT (TIP-) i TAX LOT 11 DO TAX LOT 1101 TAX LOT 902 LINETABLC CURVE TABLE LINE LENGTH I BEARIM CURVE LENGTH RADIUS DELTA TANUI N I AS -BUILT U 26.50 u 46.86 • ' fi'E C2 2IL76 9500 14.49 10/19/2015 L3 28.30 47'E /''� L4 4605 14421)'067 C4 30.96 10400 1 • 15.25 NOTE: AS -BUILT DPAWNGS INFORMATION IS BASED ON L5 20.60 7-54'53'E C5 34,82 11&00 JZZnr 17.54 CONTRACTOR, RELD SURVEY, AND FIELD INSPECTOR GATHERED L6 4606 4' co 1171 21W6.69 DATA. ALL INFORMATON HEREON SkIALL BE HELP 4EN� L7 28.34 PRICK TO USE IN DESIGN AND/OR CONSTRUCTION. 1 inch . 80 fL 1147 SCALE: I Inds - 40 R. Z 4Z CLJ LL in ❑ LLJ 'L� I (1) Q ❑ N ❑ it J o iz 0(Dz xi I wtir 1 ., ,i z 15 :4 moi? l l i LINETABLC CURVE TABLE LINE LENGTH I BEARIM CURVE LENGTH RADIUS DELTA TANUI N I AS -BUILT U 26.50 u 46.86 • ' fi'E C2 2IL76 9500 14.49 10/19/2015 L3 28.30 47'E /''� L4 4605 14421)'067 C4 30.96 10400 1 • 15.25 NOTE: AS -BUILT DPAWNGS INFORMATION IS BASED ON L5 20.60 7-54'53'E C5 34,82 11&00 JZZnr 17.54 CONTRACTOR, RELD SURVEY, AND FIELD INSPECTOR GATHERED L6 4606 4' co 1171 21W6.69 DATA. ALL INFORMATON HEREON SkIALL BE HELP 4EN� L7 28.34 PRICK TO USE IN DESIGN AND/OR CONSTRUCTION. 1 inch . 80 fL 1147 SCALE: I Inds - 40 R. lu �o m pTCI"�2p 59888PE 1 �1 w C7 00 Q Z 4Z CLJ LL in ❑ LLJ Lu (n (1) Q ❑ N ❑ it J o iz 0(Dz lu �o m pTCI"�2p 59888PE 1 �1 w C7 00 Q THE CONTRACTOR SHALL FE3.D VERIFY 7FE SITE, LOCATIM do DEPTH OF DISTING UTLITIES PRFDR TO C DNSTRUCTION NATE: ALL 2'x 4' STORM SERVICE OUNRJECTI011 MARKERS TO BE COLOR CODED WH17E BACKFILL NDTE: PIPES UNDER PAVED SUWACES REQUIRE GRANULAR BACKFILL ABOVE PIPE ZOfE. FOR PIP€$ OUTSIDE PAVEMEMT, NATIVE BACKFILL ABOVE PIPE ZONE T5 PERMITTED. UNLESS OTHERNSE NOTM UNLESS OTHERWESE NOTED, ALL LATERALS ARE TO BE a PVC WTTH A MINIMUM SLOPE OF 2% LATERAL CONNECTIONS TO MAIN SETTER UNE TO BE MADE NTH IH -UNE TEES. a� m m >b 4e 1 imnh . 80 SL 11x17 SCALL 1 ince - 40 IL STREET/STORM CONSTRUG" NOTES: M1 INSTALL MODIFIED 21.96' OOIad=& IIRIhEWAY ENITRANCE NTH r APRONS. MATCH EARSTINC WMX "DTH (ADPROIC 7,77' VADF)- DEPTH OF CMMETE TO BE a WIN (SE DETAL 0143 ON SHEET 9� SHIBGRADE BENEATH OCIWERLIAL DRIVEWAY TO BE CONSTRUCTED TO MATCH TYPICAL ROAD SECTION (SEE DETAIL -STREET A, SIM 21 SL SLEET 10 FOR SPOT GRADES. ❑2 OMRDMA67C TRANSITION %LTH MWEM 41STALL MOUNTABLE CLrt16 PER DETAIL CFM STMT S. ❑4 STA: 34-17.60 (STN KING PL) - STA: 10+95,86 {CUL-OE-SAQ ® INSTALL PAVERS PER OETMI- (782 ON STET 9. SEE SHEET 10 FOR SPOT Was. © SA9CUT 4' FROM FACE OF CURB AND MATCH E70S31NW, SEE DETAIL 600 ON SHEET 9. �7 NSTALL 3' SCH, LD PERF. PIPE AT 5 - 0.15M ❑Q INSTALL 45.5 LF OF 4- C900 PIPE AT S +- 11.5071 TO CONNECT PETE. DOAN TIO WASHOLE. ❑8 INSTALL r PVC PIPE TD CONNECT TRENCH DRAIN TO RAIN GN11 M (TYP.) SEE SHEET 5 PLANTER TABLE FOR ELEYATiMa 10 INSTALL STD, CURB PER WTAII P25 ON SHEET R. 11 COORDNAW STREET LIGHT FOUNDATION WTH ENGINEER. 12 RE-CONSIDWOT DRIYEWAY PATH 6- CONCRETE- COORDINATE MATH ENGINEER. CLIL-DESAC CURVE DATA >< STORM DRAIN LATERAL TABLE A - 54'32'56" A - 19158'03' R = 11.75' Lm Ho. 00WNNFfAM MN HDR" 019TANCE LATERIL LLT LArMALMAIERIAL LATEMLE0 FROM DMR LIMM 310 NNNUM LATERALS ■mm LATERAL SLOK LATERALLWTX DRUB 1 mw W4 - ism LF. 4- A~ C800 790P7 J -00-m 20% 40 2 8000a0I $20 L.F. 4• AWHW x150 7.mm IA3.O0 20% IV 3 5DW ou - 7200 LF. 4' AWAWC900 790AT ILLL67 210R 40 4 90hHam mm 21.60 LF. 4- AWWA COW 75690 1-com 20% as 5 mm R00 - GO= Lf. 4' AWW0900 loam 7.66.16 2AN 40 6 3DW SW 72574' WM LF. W AWLW CBOD 7116.57 161.72 20% 40 CLIL-DESAC CURVE DATA >< x A - 54'32'56" A - 19158'03' R = 11.75' R - 39.25' T = 5.54' T - 374.48' L = 10.23 L = 131.51' CATCH BASIN DATA CATCH I STREET CUTER 1L I.E PIPE DAM $TATIM VLEV. IN IX1T E DATA OF2 111 I LT 18.25 183.32 ---- I og-fi I 2.001L ISE[ DETA- 700 WU 9) I'M53 PN STA - f0+95.BG PVI E3EV = 19253 A.O. _ -2.50 K = 18.95 50' VC I I 4 m 192 194 196 182 176 186 165 PN STA = 2+45 PN ELEV = 190.41 Lu Z J_ a1 r 0 LTJ LLI d Ir es' A c C/] Z 0n in =) 1 C a� �� CJ�frJ a0CV E mJ O m r r r r r r r .i . L 1. I I 4 m 192 194 196 182 176 186 165 PN STA = 2+45 PN ELEV = 190.41 10+00 10+50 11+00 T1+5D 4+45.26 4+00 CUL-DE-SAC NORI7.OMTAL SCALE: V - 2L7' WR71CAI SCALE: 1' - 4• (11 A 17 HORIZONTAL SCALE 1' - 40' VERTICAL SCALE: 1' = 6 3+50 STY KING PL. HORIZONTAL SCALE: 1' - 2JQr VERTICAL SCALE: 1' - 4' (11 x 17 HORIZONTAL SCALE: 1' - 41Y VERTCCAL SONE: 1' - S') 3+00 24-M56 2+50 2+00 1+50 SAY KING CT. HORIZONTAL sCAm- V - 2D' VERTICAL SCALE I' - 4' (11 x 17 HORIZONTAL SCALE 1' - 4G VERTICAL SCALE: 1' - S') 200 His 1+00 W V r Sy Z w Vp x z uui Z � m G oN3� cs z � o IU= LL NA Lu Z J_ K = 20.00 0 LTJ LLI d Ir es' A c C/] Z 0n in =) d LULLJ C a� �� CJ�frJ a0CV 00 mJ O m n IL Cn >R PROPCSEn dlHIOE 1 F TZ' WoS 90 1 M.8'8 L.F.---- --- �- =a,nT S'•S, � ''2 i_g T w J ,,+,� Iw 7w • _ j4w a !Rg0m w01 'i• F�_t6 ^'ss -8 C+•I pyo +';'iii __- _ .� NL Y.�i in�WW in�%EHLlW �n�WYlLlW aww N�lW m�LlWWW a2lLELF wBWWWW gni x �N N Ise'. ii�l moi; +$ a- 1'bS aSva ^o -iv. 10+00 10+50 11+00 T1+5D 4+45.26 4+00 CUL-DE-SAC NORI7.OMTAL SCALE: V - 2L7' WR71CAI SCALE: 1' - 4• (11 A 17 HORIZONTAL SCALE 1' - 40' VERTICAL SCALE: 1' = 6 3+50 STY KING PL. HORIZONTAL SCALE: 1' - 2JQr VERTICAL SCALE: 1' - 4' (11 x 17 HORIZONTAL SCALE: 1' - 41Y VERTCCAL SONE: 1' - S') 3+00 24-M56 2+50 2+00 1+50 SAY KING CT. HORIZONTAL sCAm- V - 2D' VERTICAL SCALE I' - 4' (11 x 17 HORIZONTAL SCALE 1' - 4G VERTICAL SCALE: 1' - S') 200 His 1+00 W V r Sy Z w Vp x z uui Z � m G oN3� cs z � o IU= LL NA Lu Z J_ QLL 0 LTJ LLI d Ir C/] Z 0n in =) d LULLJ �� CJ�frJ a0CV 00 mJ O CC - U (D z IL Cn ie m 10 m w 1inoh = 20 IL 1',117 SCALE: 1 Ind - 40 It THE CONTRACTOR SHALL FIELD VfAIFY THE SEE. LDCA71ON a DEPTH OF EIGSTNG UTILITIES PRIOR M C%IZTRUCT1DN NOTE ALL 2'x 4' SEMEN SERMY CONNECTION MARKERS TO BE COLOR OOOED GREEN BACKFILL NOTE: PIPES UNDER PAYED SURFACES REQUIRE GRANULAR eAaKFILL ABOVE HPE ZONE. FOR PIPES OUTSIDE PAVEMENT. 14ATIVE BACKFLL ABOVE HPE ZONE IS PUNITTM UNLESS OTHERYA5E NOTED UNLESS OTHERw1SE NOTED, ALL LATERALS ARE TO BE 4" PVC WTH A WPM" SLOPE OF 2X LATERAL CONNECTIONS TO MAN SEINER UNE TO BE u AaE wFT H IN-LNE TEES. (D STA: 12+07,15, 11,8817 (WALNUT) FTA: 1+12.77, 6a61HT(SW Im CT.) STA: OFOD (MATER LNE] INSTALL [1) C FLANGE W GATE VALVE HOT TAP TO E)Z MG AWN SAV: 3+03.313 4854' LT (SW KING CT.) INSTALL FIRE HYDRANT ASSEMBLY 6'x6' FLANGE TEE 6"4' FLANGE % W GATE YALVE (SEE WTA��II�L fS42 SHEET a) O Al I.E7ER ATM (�+) (SEE DETAIL fW SHEET III O4 STA- 3+%G, 16A'RT (sw KND CT.) INSTALL (1) PEIMMHEH7 x BLO/R]FF VALVE (SEE DETAIL 1670 SHEET a). Q INSTALL ME, BIVHK RIR LOTS 2. 3 & 4, INSTALL PERMANENT METER FOR TRACT 'A' MMM U710M. INCLUDE DOUBLE DEG[ ASSEMBLY [SEE DETAIL Wa SAIEE7 5} d INSTALL W47M METER N SIDEMALK. STA: 3+15LM 26.93" RT (SW KING CT.) INSTALL 1" AIR a: VACUM VALVE (SEE DETAIL f590 SHEET 8j GOHHECIION TO 8E JUST MOR TO IILOW-OFF. 9J1`AE T MMH 0 SANITARY LATERAL TABLE Z LLL LGTNR 0owm rNm uwml1 DUrANCE LATUM FROM SEN Lawm IAT Sm I.MURI1LVIATET+NR LATERAL IE! LIWJNE 1ATERALE LATUM ■PLO Supe IATER&DERH 0PLO 3 M M92 Tm 26A LF. 4' ASMMD3004P'C 157A2 = 119% 4P 2 886061 - SDA LJ. 4' ASTM 03034 PSC 121AD 121!0 2D% 4A` S as will 08 - 22.0 L.F. 1' ASTMoaomliC Isam 190.24 24% IA' 4 35UH02 8024' MWILIF. 4' A3IMl)3W4PV0 167.E 189m 113% 41T S asxH01 1a00T e01ILF. 4' A111A103034 PVD 1114,91 189M 62% 4A' 0 SS IW cd 167,71' 5G0LF. V I ASTM 48034 PVC iKIO 18600 7$14 40 9J1`AE T MMH 0 1tf LAS! iRCN M[I NOf� Z LLL "xnnouND-.— -2400 LL Q Z a_ p."1 —� cf)Q e urH naw Prc RA9,C Nuel Dl r*C+ m U)(17 64" 1A: MOMS, � Lu m a- Lu d D 0 o UD z T S �"C°���" IS —EM !]lb 9R CFER elft. n q amrxc tt• muurc e. �' Thal asar M1rx 4R va�P w —L o COHCRETE PAP TYFRCFL GATE �v eLa! .n .v _.. v 19, =�r= VALVE rj43 I l 5 ,m wary rr•oc CLAMP DETAIL MECHANICAL INSIDE DROP CUPTIDNA0 PM 'o n"o IVE NNw six a...e .....,N � "... —T1e w >FwTi �iaa� ion xi MECHANICAL INSIDE DROP MANHOLE C�ear1►V6drr Services FRLLnNII"wlNq�,,. 806 112 IN 176 lea PM STA - 2+45 PA ELEV � 790,41 4+4628 }FDD SIP ICING PL. HORIZONTAL SCALE. 1' - 20' YERTK AL WALE: 1' - 4 (11 x 17 HORIZONTAL SCALE: 1" = 40' VERTICAL 9CALE I" = 8) 3+W 2+78M 2+49 2+w Sof KING CT. HOREOHTAL SCALE: 1' - 20' VERTICAL $GALE 1' - 4' (H x 17 HORIZONTAL SCALE: 1" = 4D' VERTICAL SCALE: 1' = 81 290 184 +90 oRa x �4, �r �1 m PLUG THE E)DSTINO SANITARY SERVICE AT FIRST JOINT OUTSIDE OF MAN LINE NTH A CHERNE PPE PLUG. 0 Z LLL 1 -2400 LL Q Z a_ ¢ s= cf)Q > m U)(17 64" 1A: LLI (IJ Lu m a- Lu d D 0 o UD z c a - —EM N6 GRADE n �i IIWI PROPOSED GRADE F �� LF 47.32 F, 1 1 S. _ a' PIC CSX 1. t2' S mn a amin 598 LF By PK 3pu 3 12, 3. a e _ W ,Xq W W fa[ ppO,pp 3r^PCI II 14^p ��$$ a II 9+d+. i 7 „ li- m ^ II E x r. ♦ E F s'" -_ f1^i� _ .z n .2122 Nt- III 1�N•�- i{�V r. rs a � P - �=YC (��M 4 �- N i �'••�•� F�diCm Q6ZY Tf^ till-�re'ca '+ II - i�l'i!I^^ QZm@ '''F x. -ni., 3=dfw^ 1Y i7i_ C7 qP m - Ag �+�II �.. 9A IWSiIfY 01- 4+4628 }FDD SIP ICING PL. HORIZONTAL SCALE. 1' - 20' YERTK AL WALE: 1' - 4 (11 x 17 HORIZONTAL SCALE: 1" = 40' VERTICAL 9CALE I" = 8) 3+W 2+78M 2+49 2+w Sof KING CT. HOREOHTAL SCALE: 1' - 20' VERTICAL $GALE 1' - 4' (H x 17 HORIZONTAL SCALE: 1" = 4D' VERTICAL SCALE: 1' = 81 290 184 +90 oRa x �4, �r �1 m PLUG THE E)DSTINO SANITARY SERVICE AT FIRST JOINT OUTSIDE OF MAN LINE NTH A CHERNE PPE PLUG. Q �`�' IR m 5N88PE Y µ �� MO& i/31/>1Ti 0 ,rl E7 4-- C� 0 0 Z LLL d � LL Q Z a_ ¢ s= cf)Q > m U)(17 LLI (IJ Lu m a- Lu d D 0 o UD z c a - Q �`�' IR m 5N88PE Y µ �� MO& i/31/>1Ti 0 ,rl E7 4-- C� 0 iii IIWI Q �`�' IR m 5N88PE Y µ �� MO& i/31/>1Ti 0 ,rl E7 4-- C� 0 G1D,ERAI SxMYNG AYITleE.. 1f c�,4aaaTaFlalaPPpjAaedfn�aau� a:dls�mc, �a�uga� TP�WI.TPaxemeaaaumTy kco"for ~Ao bco mIr 9ymsAm bA omw W49"Slyl bmw wo A w; WAWW. 2JA4zo"aNii hmmIeAialwmIAYW>TPTrageDo"F4"ceeJA9PgCRI%Igk%aRIATa'A 41 Avu A RAFAALWI af2h1 x 26 A $0 A pk4wK Ed UA-iWW ToewkLr 12 Gap mba■dpo6tra' Wmred"As W*M Wcard Sp-a ba ardmwizA,n agnr d, " WxIheisai'T PW rNvp Swpo"aw&w Ys ehff6P eKisllld px 7ry�w 80' le6M;dt D9'aw'. Ah wwx ]v ofpw 6)N-jlw i A! 4Crrnwe h ,,aWAf7W wars 7A? BJ 'Ai- l; He rkJ' La A$TIFX PPI.R C" FI AYC°RIX1l'yxARp a L3 hoowtrIc96Pmundvu 1F i�IANEM_sfOnxNc [ECEN� �r•FaAs>,TBb�fHF �-F�' R�V'+1�HTAJSO+aFV� a�Ir•+r.r A7+P'•t A11WA4._591 N Q114n!TpSWRSN44ar. R,�rrAno &r.�r=ao-9�PW ,�N +dlr4n AAf d.M N`m'v.Y1p" fN! MF C�3 Rwrr M9Wsw[� cul. MwT+AnPSM @bBy sHI^AOMS ® y1p 6�nArw1 `gyp' AWrM AfIP neI.n LWr4nmaPor rta AN SIKH 1 /R,MYNI fIAGW ski PVF ler aro F]GYvswf 1P r4rMR. s+wg.- R4W411F fi-m-10+7Anr PR zw L7NPA+ h,rTNNn,a(�P!l AntlAMYftpS�ae4p,rt RYR,M F4 INWpsWP;N}Aetl �W PR sp, suppArt M4ay{IA, S ^ Fq�y,4,p aN� I„mrA.eaaTr SP � Sde♦ A,I,Ekirtaa!<bd Ltrn➢ sL-aeuAk,a rrPc]mP,r 9»rlpN WASHINGTOHODUNYY r. � EIG oo N ou • PERMAIIE 1T SIGNING LEGEND rAa srANI I.I71H GAY ImLx elreLmrt wTe� '13/19 +++. �• 6510 71PlGN. SlOZF MBTALEA7EOY IRS M4no.swMrw ARCYAPA� WAIRMLIR4e I■�PWrI[NiriYlRAr•IIIPel4 r STAKE OR Ai AND STAKE ANO 4- MALI. awva� L , v =si• 22 ggRR�S PCU!: HANG TN7ST w.. am+. Ni,w.. Nraar, T.r,r ApFMy,vp II,I-WH MwTANN 14RI H4MM 91KAH 14ML,I P,elrsf IYW-Ian, Iw, I,ppa/k aa� ,Irr uTes U rl,w,aw� H/bwr r�ry," IR(WN REWIRED e d.Awe...r PrJhnA W+s%, w a,�rw..Iw. r1rP N.aver,lW�1xl Tfe.rBu r.ra y e, Llrl "^w°ilTw w:�s•a..•ul..a.....:,..,.a..,�.+n..Hrc sw T-* 9� vm• • •� __7ry� T NMW PIRIR4Fq►wM'Mg4M■rsg4w,r, M [Luq'»nryOR, dxaelKlJfu4wvdaiRwd4WATr,diw,epF SI TUBI - } .01 4Yfia,vrneE i,Ia[QIbI/M4kIr�Vbhi�� 'R 1 GIrnMYllwl�i�., PHASE BREAK WPoINnaw W HPhnl � fr+f.+sff1.W! Mp a+e,a �h •,yq m N, dpwNn®eM KxWrN W Taylor St �� narNda.I�+Nm,rine+efDmWdr,v�xP.w nnet.rc T nnlroA a`a r SLY 9DN A. .r .« Wr•.rr s.er.RP..dr.rdlf,w. ftECUIRED - PsoHYba,,,4e4a,eti,aywrm�, Tr T W Taylor at 9wr ,FK.4av�d,Ir�Irw MECHANICAL FIELD 5W 90 ate - LIH _L �a 7 y} �l,rr ^n..rrwar 7 �J L Y awrw�� y � ar.rr TEMPORARY rr ��f>rA� fee 2' STANDARD r1' BIAWo_F 570 NWArwesGNewuTAxa d WASTUXGTON COUHI'f owwrrertt a LMOPIR a ,10NMIVIT%TIOII STREET ROME MGM as TT16RBMIIC 9EUIOR 6511 M4no.swMrw ARCYAPA� WAIRMLIR4e I■�PWrI[NiriYlRAr•IIIPel4 r STAKE OR Ai AND STAKE ANO 4- MALI. awva� L , v =si• 22 ggRR�S PCU!: HANG TN7ST w.. am+. Ni,w.. Nraar, T.r,r ApFMy,vp II,I-WH MwTANN 14RI H4MM 91KAH 14ML,I P,elrsf IYW-Ian, Iw, I,ppa/k aa� ,Irr uTes U rl,w,aw� H/bwr r�ry," IR(WN us +TANK c T ikDONS 37 METER am 6' IAV% I' STREET 1' UNDON 12 YIN ,' AR VALVE , 8" MAK (COMFi1ATICN AIR k VACUUM) 1' % S' BRASS NIPPLE T' W ELL V BRASS 90' ELL 1' COPPER TUBING ,- . 6- BRAGS RIPPLE 1' BRASS CDUPLJNC CURB STOP OFF CGRP BV ELL t- CORPORATION 5TW 16" % 1Z" x 2' CONCRFT PAD 1. MR 12- AND SMALLER WATER "NS 2. VENT PIPING TO BE GLV. 3. SLOPE COPPER TIRING FRGY MAIN UP TO AIR VALVE 1% MNL. 4. LOCATE AS NEEDED OR REQUIRED 5. CONTACT CIT7 WAITER DEPARTMENT FOR ACCEPTABLE DEVICES. S. PROVIDED & INSTALLED W CONTRACTOR. mzsi��'" e' naaoolP x Rai. IL 1' COMBINATION Ho AYAIWN EEn Ani R VACUUM VALVE 590 a__ WA70 AE" PLAN �METER 8011 I' UNICH EACH SIDE DOUBLE CHECK VALVE ASSEMBLY 12" - 18" WATER METER NOT TD EXCEED CRUSHED ROCK BASE - 24' DEPTH ELE VA TION 01C CA DEVICE SIZE BOK TYPE 3/4' - S" BRCORS li SUMS OR EQUAL I I/2- - 2 CARSON 17XD P15L OR EQUAL 4ssAUAncN SHDMN IS DNLY A SUOG46TICH, 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 2 BRASS, STAINLESS. OR PLASTIC PLUGS TO BE INSTALLED IN MST COOKS IF BELOW GROUND INSTALLATION. 3, DISTANCE FROM BOTTOM OF DEVICE TO FINISH (RADE, FREEZE PROTECTION, AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. vrvrr:wA Te640a[ L k1Pa. AL ■ � Pr1... DOU61E CHECK ;.�:a Alrw%W 4uf �ssIEURLr 5'Jfl SIDEWALK ADJACENT TO CURB TB. BREAK FLANGE-SDEWALII 1B" CAsi IRd! 910 'AIN 1- 6" MANY / `VALVE RM TOP 1 1/2-.W'r4" DRAIN ROC .. TAR PAPER [MCISTU B' DUCTILE IRON PIPE RESTRAIN ALL JOINTS l E- MEGALUG RETAINER GLAND (EBAA R Nlj' '11CONCRETE PIER 5" GATE I.E BLOCK FLG. r LI.J. H.J, x 6" PLG. TEE SIDEWALK WITH PLANTER 2•D - STRIP AT CURB SIDEWALK 3- MIN. BREAK RANGE I. HH'YYPRANTS TO BE MODEM MUELLER CENTURION, A-44? OR APP'D E9UAI-] 6- MJ, 5 1/4" YVO 3 PORT - IWO 2 1/2- PENTAGON OPERATION NUT, aM LEFT WITH THE FOLLOWING! A. CLL RESERVOIR B. BRONZEACTUATION NUT G BRONZE SEAT FIND D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING F. THREADED NOZZLES WTH '0" RINGS G. NATIONAL STANCARR THREADS p. SAFETY CHAINS. TG BE REMOVED. S. RTDRANTS TO BE PAINTED USNC R-1517 SAFETY YELLOW OR AN ALTERNATE APPROVED BV DISTRICT FIRE MARSHALL d HYDRANT TO BE INSTALLED TRUE AND PLUMB. S- HO CBSTRUCTTOHS WITHIN i0' RADIUS OF HYDRANT. 6. W SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7 VALVE BM TD BE IN ACCORDANCE WITH STANDARD DRARNG NO 503 OR AS APPROVED BY ENGINEER B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS 9- INSTALL A STCRZ IWHA5G-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) ON THE 4 T/2" PORT. al..s' Ha FIRE HYDRANT ,P acNc . mo. ASSEMBLY 542 18' casT IRON s1❑ BOXES s_D, 8-0 FINISHED CAA. r STAKE OR Ai AND STAKE ANO 4- MALI. TTP GATE VALYTi L , v =si• 22 ggRR�S PCU!: HANG TN7ST (SEE DETAIL N0. SOT) ADAPTER CGPPi.4 NEXT SIZE LARGER CENTER OF METER BOX TO BE OFFSET SWEAT TO FIPi V FROM PROPERTY UNE. TUBING 2TM ■ "".... A,mH'^„�"m IR 01 Z- ET_L OOPPP '. p SI,JP U 2- A➢APTER COPPER T CAL: MECHANICAL FIELD RESTRAxT SWEAT TD MIPT �NCRETE PIER SLDCK REWIRED 2" TAPPFA MCN JOINT PLUG OR M.J WITH MEOAWC THIFEACED BRASS PIPING I REtAIN R CLAND MA'e BE USED IN PLACE OF COPPER TUBING PERMANENT STREET PLUG OR [EDGE OF PAVEMENT PHASE BREAK MJ GATE VALVE AND VALVE FWx . t _O- COMPLETE I ftECUIRED - UNDISTURBED EAR TIH MECHANICAL FIELD RESTRAINT RECGJLZED LIH N P7 4 LLT HG N TEMPORARY IR. ""- 2' STANDARD BIAWo_F 570 TK' 8'-0 PUE �- 5. -Ir J SIDEWALK 30' MIN SERVICE LINE DEPTH i I LVex20'ZUO�CASTWEOUCHOX READ HOLE OR EOu AL SIDEWALK ADJACENT TO CURB 5.- C f 5'-C' POE -! 3G- MIN SERVICE L'NE DEPTH F2-�.2O- RDTi1CA5T METER BDY` W/12 -X20- COYER W/TOUCH READ HOLE OR EQUAL SIDEWALK WITH PLANTER STRIP AT CURB CUSTOMER SIDE T SEE PLUMBRlC CCOE FOR DEPTH G l FOVTR 4" MIN � ROTE METER 3/A--Dxim : 1 TG TENRGRARY HUB R K OCAHCLE M VALLE N•2- ESR STAKE OR Ai AND STAKE ANO MUELLER (MARC I STALLATA1. LCT WE FOR METER INSTALLATION. 4-K 1.9 S/B-% y/4"% 1- CR EgNAL 2. BOXES SET IN CONCRETE SHALL BE Trpi 'K' SOFT [OPKR ru iNG NEXT SIZE LARGER CENTER OF METER BOX TO BE OFFSET _ SEAMLESS3. V FROM PROPERTY UNE. Lu J 04 ■ "".... A,mH'^„�"m ��, 01 3�4" & T' p Hao. IW U V HERNL E/36/an4 WATER SOMCE 520- AS- B U I Lr 10/19/2015 NOTE: AS -BUILT DRAWANGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY, AND DELA INSPECTOR GATHERED DATA. ALL INFORMATIOIiF N HWOH 94ALL BE FIELD 1EED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTIM D/i' R fi MOE 67 DRAINAGE BLOCKOUT Jr IAD. SCHEDULE 40 DWI (Ales OR PVC) -t PIE W/CWPUNG t NOTES: 1. TRAVERSE EXPANSION JOINTS TO BE PRD14DE0 AT EACH POINT CF TANGENCY OF THE CURB & AT OTHER LOCATIONS AS REWIRED TO LIMIT THE SPACING TO A YA)3MUM OF 20 FT. 2 TRAVERSE EXPANSION MATERIAL TD BE PRE -MOLDED NOH -EXTRUDED MATERIAL N1TX A IAINIlL1UY TMICJCHE55 OF 1/2". 3. TRAVERSE CONTRK110M JOINTS TO 1E SPAC& NOT MORE THAN 10 FEET APART WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECDONAL AREA. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 25 DAYS. S. DRAINAGE ACCESS MMUCH NEW CURBS SHALL BE PLACFA A YIN. OF 2 FEET AND MAIC OF 3 FEET FROM PROPERTY LMES. rn.dm.. .a zc,u ,eIHF1M .. PNprA STANDARD CURB125 CURB JOINT � s' LtI. SEE NOTE s NOW Y OF 3/4--0- BASEROOc COMPACTED SIIBCRADF. SIDEWALK ADJACENT TO CURB 1 �'ll ar ROM -...� �.. I... 7- 2' -2' OF x14'-0' NAMMCa coMRACTTn SueGRAGE� SIDEWALK AWAY FROM CURB NOTES, 1, CWMM $H BE %DW P.$.L AFTER 2e DAYS, 6 SACK M%, ALAYP RANGE OF i-1 TD 2. PANELS TO BE 5 FEET LONG. 3, EXPANSION JOINTS TO BE PLACED AT 9DES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOr TO EXCEED 45 FEET. A. FOR SIDEWALK ADJACENT TO THE CURB AHD POURED AT THE SAME TIME AS THE GAB.TIE JbNt- BEIWEETI THEN/ SHALL BE A YRdWELiL JDIHt WITH A MIN. 1/2' RADIUS. 5 SmDEWAtX SHALL HAVE A MIl&MUM THICl(NESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEYlAr. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 6- MAN BLOCIIGLTS IN WR6$ SHALL RE EXTENDED TO BAC( OF SIDEWALK WDII 3- DIAMETER SCI■"OIAK 40 DW (ABS OR PVC) WE AT 2XC SLOPE, CLNTRACTIDN JOINT TO BE PLACED OVER RPE CONCRETE HX,C xa ur>■on sIOEWAuc 120 " R I N 6 O f� 1 CON,eC�RETETJUp/HAVgEABREAKIN18 STRER6THOF 3000P4.I. AFTER 7&DrYS 2 PAXPTO� FROYIOED: 1j AT EACH POINT OF TANOENCY OF THE CURB. 2J AT EACH CDA JOINT 3} AT EACH S W E OF NKET STRUCTIHRE3. 4IAT EACH END -OF ORNEWAVS. 53AT LOCATIONS HECE98NRY rOLVAITSPACJHGTO46 FEET E.IMTERIAh. TO BE PRE -MOL OED. ASPHALT ■ PPIRCMATED, NON -EXTRUDING. WITH A 3 A. SPACING TOJBE A MORE THAN 15 FEET. B. THE DEPTH OF JOINT SHALL BE AT LEAST 1 la INCHES. 4. BABE ROG K -r -O OR W- G. 95% COMPA71flON, BASE ROCK B !_ BE TO 5UBGRAOE OF STEEL STRI.I IRE OR r IN DEPTH, VMICHEVER IS GREATER. 5 THIS CURS DESIGN IS LIMITED TO USE NCUL DE SAC OR OTHER SPECLAL CAGES AS APPROVED BY THE CITY ENGINEER MOUNTABLE CURB & GUIF ER J Z W 0 ❑ Lap! az dim Z �z Ii} a am z q :D Lu J 04 E -co 01 CN O p C7 co Z U W Lap! az dim Z �z Ii} am �n m PR 0 01 SMSME V HERNL E/36/an4 a !.!J ❑ 46 o N � .- N P7 4 LLT HG N W Lap! az dim Z �z F G � am �n m PR I SMSME V HERNL E/36/an4 !.!J ❑ 46 OGKCREIE OR twim PAVERS r SAND IN OPENINGS m0r4-WMN1 MCTEXW II IG RETAIN SAND u1iR I :... E3EDDIF4 COURSE. 1-1/2- TOS WASHED SAM UNmTRM�RADED BAB TU RETAINING NO®. VOID REPFRYOIR LAYER RDER - PER DESIGN CRUSHED AGGREGATE 3/4'TIO 27, IED DEPTH PER LOADING GESHDN PERFORATED PPE TO ORAIN STORED WATER IEEEPERF`RRTED PIPE Au TO OETAILj PRDYED PUBLIC VEYANLE AITFIED SUBGRADE, 11FNG TO DRAM NOH -WOVEN GEOTExTTLE OH BED BOTTOM AND SIDES NOTES: 1- PRIVATE WATER WANTITY CCHTR% SYSTEN NOT FOR PUBUG RIGHT OF WAY_ 2. PRONOE DRAINAGE MANIFOLD IF MIMMUM INFlLTRAITON of 2'/HOUR IS HOT AVAILABLE. 3, HIGHEST SEA9WIAL WATER TABLE MUST BE AT LEAST 10' BELOW RESERVOIR LAYER. STRUCTURE MUST BE 'IOD' AWAY FROM DRINKING WATER W.EI.L MINIMUM OF 1130' AWAY UP SLOPE .k 10 AWAY WHIN SLOPEE F" STRUCTURE FOIJNDATLONS A PAVERS TO BE HEIR IN PLAT; BY STRVCNRAL RETAINING BORDER AT THE OUTER EDGES OF THE AREA TO BB PAVED. 5. 2 ]/B" THICK PA'A•FS NAY HE USED IN PEDESTRIAN APPUCAT10NE B. WATER QUALITY TWATMENT REQUIRED FOR FLAWS FROM OTHER IMPERHOLIS AREAS THAT DFWN TO POROUS PACERS. I SUBGRADE TO BE SLOPED TD MAHFOLD FOR DRAINAGE S. NDN-WOVIN GEOTEYMLE CONFORMING TQ CDDT rot II VAMATMN OR APFRd'AS EQUAL FLnNDe�L PDENDI/B RAvaxe p�1��gH� DTe1YAMr3 eAY101RD DECAE] IM19ExtTPY p T.7 ANp PIkCE COLDT r r' EIW✓75llRE �Om ELEVATION n le 9 STREET COMPACTED SECTION A -A uOTM 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED FROM CITY ENGINEER - 2. CONCRETE (COMPRESSIVE SYNEHGTH SHALL BE A MINIIMUM OF 30OG PU AFTER 28 DAYS 3, CURB JOINT SHALL BE TROWELED 111TH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4, EKPAH90H k CONTRACNCN XINFTS SPiALL BE T'2" FWAOLDED ASPHALT HMPREOHATED MATERIAL OR EQVAL EXTENDING FROM SUIBGRADE TO nN ISH GRADE. S. 6" A S" 10 CA MESH REOuIRED FDR COMMERCIAL DRIVEWATS ONLY. MODIFIED wa W I l ll1 DSIVEWAY 143 opm GRACED PAVEMENT MIK, ICMNEBS PER DESTGN. CHOKER COURSL AASHTo PDR&I s PAIAMG' ;3/4'-27 1' OR MORE SIIR£ACFx COU RSC ,• •-1SUFFICIENT 717 Flll LARGE GATE SPACE. IF R TER L1� WASHED A D NANI ❑ RAIN ROM T w VARIES, PER 5 CN IDS FALL OPROVEDPllEL1C NVEYANCE MIZE POSN-l'YJ4£N CEBTEfITIL.L OH BDTTDLI AND SIDES SCRAM NOTES- 1. PIUVATE WATER QUAN-1rY WNTROL SYSTEM, NOT POR n8uc Mall OF WAY 2. PAVEMENT SURFACE WTH SGNIFlCANT PERMEABILITY Ia 6" PER Hsj 3, UNIFORM -!RAGED DRAIN RCCM BED WITH MINIMUM 40¢ LVAD SPACE 4. PROVIDE PERFORATED PIPE MANIFOLD IN RESERVLYR LAYER FOR CQH7rtrANCE, IP NATIVE SCL INFILMATLON NATES LESS 11AN 2•/HGUR. 5FP PERFORATED PIPE DETNL S. NOT RRCDLMJNDED FOR TRAFFIC SURFACES NTH SLOPE > B. 00 NOT PLACE DRAM ROM BED ON COMPACTED FILL 7. SUBOR�DE SLOPED TU MANIFOLD FOR DRAINAGE. B. HIGHEST 5EASQNAI. WATER TABLE MUST BE AT LEAST 10' E4LOW RE5ERYUR LAYER. STRUCTURE MUST BE 100' AWAY FROIL DRINKING WATER WELL MINIMUM OF 100' AWAY IIP SLCPE h UY AWAY DGWN SLOPE FROM STRLACTURE FOUNDATIONS, 9,SIGOGE IDENTIFYING POROUS PAYE T KigIIIRED, 113. WATER OUAUTY TREATMENT REOuRED FOR FLOWS FRCW OTHER IMPERVIOUS AREAS THAT DRAIN TO POROUS PACEMEPoT, 11. NON -WOVEN DEOTE%RLF :O ORMING TO ODOT TYPE u VAIHAT1,014 OR APPROCED EQUAL I.IPA NANDBDOIL rAYTaEOTr xuleakarl PDRwa C7conRdkT Savixl aroA+LRED % RTTwAAn rinAAs _ ,NTe .0 EIBa�o- YeTFRAI. P,II YSS w DREAIFR Cf Y Md-� L SEF SLR DRAYRIB N0. ]BHI FOR 9EL0}ef. 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N pIRET VIII. sAB EEcnpH a -B rYo R�t� EI ]°�C °14e1EYy xou m ,xu PFm suel°s rm V !> wILaICiS Y �f hM.irt�s "Or eY ewu1° eAYneA m ee n�E.�Ixle Kt, A• zwm srm eaT. 9 N�i�R A14aW ag Gr wL[K s WAFI& CLAMP OA OUL �T3 WATER QUALITY MANHOLE (MECHANICAL) DRAWENC NO, 24D 1RMSED e vNU "D L01LF AT LIMI 085TMNG DRIVEWAY - J_ MATCH WIDIN k GRADE uM1LWY 4ry�T � A VARIES E�>d�CRA>111G N0. ,30.7A/ST $E{ NGTE 5 $EE SEE NDTE 4 SKIN p SEE NOT£ 4 SDEWAL! IYiar.9rBR'i, oUT R T. AIL+eLNEV N PNCE CONONION -U, MAw N fe I,ur - 6 ➢CDD 151. AHD -1 6 r 1D r. CN r B' �- 30" MAX IG• YIN I �' J ❑ PLAN mon p T.7 ANp PIkCE COLDT r r' EIW✓75llRE �Om ELEVATION n le 9 STREET COMPACTED SECTION A -A uOTM 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED FROM CITY ENGINEER - 2. CONCRETE (COMPRESSIVE SYNEHGTH SHALL BE A MINIIMUM OF 30OG PU AFTER 28 DAYS 3, CURB JOINT SHALL BE TROWELED 111TH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4, EKPAH90H k CONTRACNCN XINFTS SPiALL BE T'2" FWAOLDED ASPHALT HMPREOHATED MATERIAL OR EQVAL EXTENDING FROM SUIBGRADE TO nN ISH GRADE. S. 6" A S" 10 CA MESH REOuIRED FDR COMMERCIAL DRIVEWATS ONLY. MODIFIED wa W I l ll1 DSIVEWAY 143 opm GRACED PAVEMENT MIK, ICMNEBS PER DESTGN. CHOKER COURSL AASHTo PDR&I s PAIAMG' ;3/4'-27 1' OR MORE SIIR£ACFx COU RSC ,• •-1SUFFICIENT 717 Flll LARGE GATE SPACE. IF R TER L1� WASHED A D NANI ❑ RAIN ROM T w VARIES, PER 5 CN IDS FALL OPROVEDPllEL1C NVEYANCE MIZE POSN-l'YJ4£N CEBTEfITIL.L OH BDTTDLI AND SIDES SCRAM NOTES- 1. PIUVATE WATER QUAN-1rY WNTROL SYSTEM, NOT POR n8uc Mall OF WAY 2. PAVEMENT SURFACE WTH SGNIFlCANT PERMEABILITY Ia 6" PER Hsj 3, UNIFORM -!RAGED DRAIN RCCM BED WITH MINIMUM 40¢ LVAD SPACE 4. PROVIDE PERFORATED PIPE MANIFOLD IN RESERVLYR LAYER FOR CQH7rtrANCE, IP NATIVE SCL INFILMATLON NATES LESS 11AN 2•/HGUR. 5FP PERFORATED PIPE DETNL S. NOT RRCDLMJNDED FOR TRAFFIC SURFACES NTH SLOPE > B. 00 NOT PLACE DRAM ROM BED ON COMPACTED FILL 7. SUBOR�DE SLOPED TU MANIFOLD FOR DRAINAGE. B. HIGHEST 5EASQNAI. WATER TABLE MUST BE AT LEAST 10' E4LOW RE5ERYUR LAYER. STRUCTURE MUST BE 100' AWAY FROIL DRINKING WATER WELL MINIMUM OF 100' AWAY IIP SLCPE h UY AWAY DGWN SLOPE FROM STRLACTURE FOUNDATIONS, 9,SIGOGE IDENTIFYING POROUS PAYE T KigIIIRED, 113. WATER OUAUTY TREATMENT REOuRED FOR FLOWS FRCW OTHER IMPERVIOUS AREAS THAT DRAIN TO POROUS PACEMEPoT, 11. NON -WOVEN DEOTE%RLF :O ORMING TO ODOT TYPE u VAIHAT1,014 OR APPROCED EQUAL I.IPA NANDBDOIL rAYTaEOTr xuleakarl PDRwa C7conRdkT Savixl aroA+LRED % RTTwAAn rinAAs _ ,NTe .0 EIBa�o- YeTFRAI. P,II YSS w DREAIFR Cf Y Md-� L SEF SLR DRAYRIB N0. ]BHI FOR 9EL0}ef. 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N pIRET VIII. sAB EEcnpH a -B rYo R�t� EI ]°�C °14e1EYy xou m ,xu PFm suel°s rm V !> wILaICiS Y �f hM.irt�s "Or eY ewu1° eAYneA m ee n�E.�Ixle Kt, A• zwm srm eaT. 9 N�i�R A14aW ag Gr wL[K s WAFI& CLAMP OA OUL �T3 WATER QUALITY MANHOLE (MECHANICAL) DRAWENC NO, 24D 1RMSED e vNU "D L01LF AT LIMI ,YVE J_ r MA u1w uM1LWY 4ry�T � -:. f Pl/[I FARI�E !NI WIER CR Ano LOM. m i0P 6 CASTNV E�>d�CRA>111G N0. ,30.7A/ST ❑ I.AAE IN KN-9/NR Y:TSFr T IYO'✓LS: - �vnE 11NDB Lr,rLDR r1 , RxAu twltFOIM TB nc fc-a[HIf tM 4% 2-11A IYiar.9rBR'i, oUT R T. AIL+eLNEV N PNCE CONONION -U, MAw N fe I,ur - 6 ➢CDD 151. AHD -1 6 r 1D r. CN !. N Ewu K N✓Rib WIN ROY OM W M 7LE AT tri -SCR ND. >. 1MI�P.Ct, Y�.UPROYIG T°�. SIWL sT [ .IGS LVR EE�N S M.L ^f£ DpfEC9V45 WWII 44YNLTE i£ NY1EA* } WwlFCnpes eP xa' NR �.C/.,p, SUM N[WAA J ❑ W F A[n0.11 N YwE xNstwEpe�aw.1 mon 7. PRpJL( A JNYW LF B' a g Tt"f iW6^0 YE.A1Rm TRE [VJRIBIE PI IHRDC VOCE J T'E xVIHMRE & BRCA T W EVIL FM PRT eWu RE t' P IA W .W 1 NYAAW Y - LT - NILS 0. . , DOTH, iANRP TO •A,O.ORF NRreVr, 01Nu a t.' WR SARTMY CUFNCiBN IN10 M' FOR 6TDrdl dnEttlbe/f !' IIn61R1 1n OP.FIf�IL ti Il��J11 E.l•l1ENIE �YA�IY DPF sP¢* RDAs - v -MN Y 1[YC• =�T fEdl leP d ��A °WE�rn YMER W , ,yam ui.H04,i Kms' -TDI ... T. -2.r4,ir• STANDARD MANHOLE DRAWING HH]. 0113 IEnSED W -DS v� a..kN a,.._ N cr W W Z uc c W W LUAil �' eL *ow m u� a cmN o W ILLM Z Lag m O I= N C U �R D C LL N U) J_ Z W ❑ ❑ 0 z m 7 CN ¢ O CN z J ❑ O c7 iD Z: 0 ni II 9:.95 {B' ° 183,48 (K 182.$11 (EtW) 183.04 (Bw)'. 18243 {B 0 TAX .OT 1200 T 4 1W 183.88i 1s2.n(Tc ttC Y s2 70 TC 5 I lag s H I EIIfiIT 801TOY hYALL In 185 PROPOSM GRADE --J I a a 180 18U 0 l0 20 30 40 50 SECTION A -A (STA: 1.+50.001 190 PROPOGE6 WALL 185 HORIZONTAL SCALE: 1' = t6' VERTICAL SCALE t' = 2' (11 x 77 HORIZONTA4 SCALE: t' = 7D' Vt RTICAI_ SCALY: 1- = 4') { } 1x3.32 (TO) 1 45 JTC ti _ I I I �4 EXISTING N,1 f , ,.' 1 1=01w ,92.8 91Y +. 190.7 8N , 116.1 9Yr !.4 I I� I 31 I �1 I � a0cq 0 EY J C) C7 [O z a SII 'TAINTI'l' STEM TC - TO OF OM BW - BAGK OF WANK STREET ENTRANCE �' J 90.0,E ,• - ,it ❑ - - . SIN > IG ,so Iso sPL--=-- `{ 2f EXISTING WALL TO BE I I L q r---- 1810 EW 166,2 ! BVY 1' -- 1191.0 REMOVE I ° i I ' " 195.,x• 1< EXISTING ` 1Rl RS GIII Z I 1 1 I �ti I 4 In 185 PROPOSM GRADE --J I a a 180 18U 0 l0 20 30 40 50 SECTION A -A (STA: 1.+50.001 190 PROPOGE6 WALL 185 HORIZONTAL SCALE: 1' = t6' VERTICAL SCALE t' = 2' (11 x 77 HORIZONTA4 SCALE: t' = 7D' Vt RTICAI_ SCALY: 1- = 4') 190 188.25 TW 1$,5 too 0 10 20 30 40 5D SECTION B -B (STA: 2+00.00) HORIZONTAL SCALE I' - 1C YERTICAL SCALE 1' - 2' (11 x 17 HORIZONTAL SCALE: I. . 20' VERTICAL SCALE: 1' - 41 1 � 1 `N \ I TAX Lal 8700 -------�---------'�----� y s, 5 'QD- TRACT 'A' ,sh-� II ` 1 OPEN SPACi' yf _ TAX LOT~ ~ TAX LUT ~� TAX LOT 900 903 901 y I I CC CRUSHED B' N CONCRETE TC TRENCH DRAIN DETAIL NOT To SCALE e' STEN BARS y4 0 8 - HEEL BARS J4 0 8- TDE BARS J5 0 6- w DEFIH t.75' Hin 4. MN. IR l ITT Ii TAX LOT 1100 d - A h 1 TAX LOT 1101 I I I I 189.99 Tw, TAX LOT SO2 I I I �4 EXISTING f Z I z 1=01w I � - I PROPOSED GRADE I NOTE: IS -BUILT DRAWINGS INPoRMATION IS BASED CH I� I 31 I WALLwaI I � a0cq 190 188.25 TW 1$,5 too 0 10 20 30 40 5D SECTION B -B (STA: 2+00.00) HORIZONTAL SCALE I' - 1C YERTICAL SCALE 1' - 2' (11 x 17 HORIZONTAL SCALE: I. . 20' VERTICAL SCALE: 1' - 41 1 � 1 `N \ I TAX Lal 8700 -------�---------'�----� y s, 5 'QD- TRACT 'A' ,sh-� II ` 1 OPEN SPACi' yf _ TAX LOT~ ~ TAX LUT ~� TAX LOT 900 903 901 y I I CC CRUSHED B' N CONCRETE TC TRENCH DRAIN DETAIL NOT To SCALE e' STEN BARS y4 0 8 - HEEL BARS J4 0 8- TDE BARS J5 0 6- w DEFIH t.75' Hin 4. MN. IR l ITT Ii TAX LOT 1100 d - A h 1 TAX LOT 1101 I 0.75' TOE i -- 91.0 TF . i L ABBREVIATION 1w = TOP OF WALL 89f BOTTOM OF WALL y TF =TOP OF FOOTING TYPICAL CAST IN PLACE CONCRETE, RETAIN NO WALL HOLM—TALE CONSTRUCT CAST IN PLACE CONCRETE RETAINING WALL PER SEPARATE RETAINING I Inen 20 n. WALL DESIGN BY OTHERS 1107 SCA , I— - 40 r:. ie TAX LOT SO2 ' '.• `r' C7 z 1=01w AS -BUILT 10/19/2015 NOTE: IS -BUILT DRAWINGS INPoRMATION IS BASED CH EXISTING GRADE PER PLAN CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED RETAINING gAhL AL1 INFORVATtON HEREON SHALL BE FIELD VERIFIED PRN1R TO >J9E 1N DESIGN AND/CR CONSTRUCTION. WALLwaI FIN LN PERPIN 0.75' TOE i -- 91.0 TF . i L ABBREVIATION 1w = TOP OF WALL 89f BOTTOM OF WALL y TF =TOP OF FOOTING TYPICAL CAST IN PLACE CONCRETE, RETAIN NO WALL HOLM—TALE CONSTRUCT CAST IN PLACE CONCRETE RETAINING WALL PER SEPARATE RETAINING I Inen 20 n. WALL DESIGN BY OTHERS 1107 SCA , I— - 40 r:. 13 0 LU 1z LL' 4 m to E9658PE y ,2. ee1�,L e%n/m,e Q 0 C3 ❑ ie a C7 z Q ❑ 0 Z in a W CI) LLJ a0cq 0 EY J C) C7 [O z a 13 0 LU 1z LL' 4 m to E9658PE y ,2. ee1�,L e%n/m,e Q 0 C3 ❑ ie 13 0 LU 1z LL' 4 m to E9658PE y ,2. ee1�,L e%n/m,e Q 0 C3 ❑ Tree Planting Syxelnoetlonse Excovation of Plant Pits: 1. Planting helm shall be excavated wiMr vertical sides and with bottom slightly raped In mlddla. Subsoil In sides of the @=ovation shall be Im, ed. Z Emma excavated. unamended subsol shed be ",l:, -ed of and not used In plant pit badrH. Such materlds shall not be spread aver piwANg bed In planting cram. 3. Plant pit shall be filed with water and the water allowed to percolate out prior to planting. If plant pits held water for an exlanded period or otherw(ee Ndlcote poor subm w drainage, notify LANDSCAPE ARCHITECT prior to planting. Planting Ttam and Shrubs: 1. OcntaNara wire baskets, and twine shall be oanplately removed. Budrp shall be completely removed ham root balls. 2 Tram shall be set plumb and at the onnter of excavations with the tap of the root crown of or above adjacent finished grade. 3. Add Osmoeate 10-10-10 ferMw tablet per manufacturers recommendations � 4.9ackf1l with Imparted topeall placed around aMm of ball, tamped, and each layer waked to settle backfill and eliminate wide and air poalnta When axmvatlon Is approximately 2/3 full. fill shall be waterad thaaphly bolas placing romalnder. Remainder of badPol shall be placed and shall he wolerad ogoin. , 13 5. Tree leader* shell not be pruned. Oraeft injured, or dead branches shed m be removed. Onto shall be pned to retain natural charwter. Trees shall he *faked ed an k,dkaand Enmeeleely pruned, malformed, or damaged stark shall be removed and replaced I&V 0. Trees shall be mulched a minimum of 2' N depth. Mulch shall be placed wtihh 2 days of plontl% Pull muk:h away from crown and trunks. Smooth and fine Aw Waft mulch to form m smooth eves layer. Marianne Zarkin LANDSCAPE ARCHITECTS 1020 Southeast 11 th Porhand, OR 97214 c. 503.758.3131 f. 503.238.1827 MARIANNE ZARION, ASLA mmrkinQmzAu.com TREE TREE 19 TREE 1 TAX LOT 8700 TREE 20---- S C H 0 0 L 0----SCH00L PROPERTY TREE 21 r TREE 2_ i I rI TREE 22 ---- TREE 23------- 1REE 24— I, MARIANNE ZARKIN, ATEST THAT THIS TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART rt2, OFF THE CITY OF TIGARD URBAN FORESTRY MANUAL MARIANNE ZARKIN, REGISTERED LANDSCAPE ARCHITECT OREGON REGISTRATION CERTIFICATE NO. 396 LEGEND (SYMBIMS MAY BE REDUCED IN WALE) SYMBOL PROPOSED TREES 911 PSEUDOTSIIGA MENZIESI/DCUGLAS FIR 2 TSIIGA HETERCPHYLLA/WESTERN HEMLOCK 3 PARROTIA PERSCA/PERSAN IRONWOOD 6 4 a FRAXINUS PENNSYLVANICA 'URBANITE'/URBANITE ASH 6 STYRAX JAPONICUS/JAPANESE SNOWBELL 2 ~ EXISTING TREE SIZE/CONDITION 5' HT./CONT. 5' HT./CONT. 1-1/2'/CONT. 1-1/2-/OONT. BRANCHED AT 5' MIN. 1-1/2'/CONT. TREE CANOPY SITE PLAN m fe 30 LOCATION: PREPARED ON: 10160 SW WALNUT STREET SEPTEMBER 8, 2014 11--b = 20 rL TIGARD, OREGON 97223 11.17 SCALE 1 Inch — 40 rL W ink N W tr rWu z m o Of 3z�a F- R R LO =RRA L a w J W Z W Q _gyp W 5968aPE avmox U�RY M. mom s/eo/ere U TA J � O Z Z O IL to Lu � 7 cri Z in Ld NCNU U M LIJ OLLI Fg(6z J W Z W Q _gyp W 5968aPE avmox U�RY M. mom s/eo/ere U TA J � O ANCHOR POSTS SHOULD BE MINIMUMHGH.Y VISIBLE FLAGGING ATTACHED TO 2' STEEL U CHANNEL OR 2Af CIA B• O.C. MARL TOPS OF ANCHOR POSTS TUBING OR Vxe TIMBER W N LENGTH ANCHOR POSTSMUST BE INSTALLED TO A DEPTH OF NO LESS THAN h THE TOTAL HEIGHT OF POST METAL TREE PROTECTION FENCE NOT TO SCALE Y SQUARE G GAUGE GALVANIZED NNE MESH. IN 1. METAL FENCE FOR TREE PROTECTION OEVTCE ONLY. t BOUNDARIES OF PROTECTION AREA VILL BE ESTABLISHED N THE FIELD BY THE ARBORIST PRIOR TO CONSTRUCTION. 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED BY THE ARBORIST PRIOR TO INSTALLING DEVICES t AVOID DAMAGE TO CRITICAL ROOT ZONE DO NOT DAMAGE OR SEVER LARGE ROOTS I HEN INSTALLING POSTS. S DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. LEGEND OEXISTING TREE x / TREE PROTECTION FENCING: r MIN. V TALL METAL FENCING I EIOISTING TREE M TO BE REMOVED ANCHOR POSTS SHOULD BE MINIMUMHGH.Y VISIBLE FLAGGING ATTACHED TO 2' STEEL U CHANNEL OR 2Af CIA B• O.C. MARL TOPS OF ANCHOR POSTS TUBING OR Vxe TIMBER W N LENGTH ANCHOR POSTSMUST BE INSTALLED TO A DEPTH OF NO LESS THAN h THE TOTAL HEIGHT OF POST METAL TREE PROTECTION FENCE NOT TO SCALE Y SQUARE G GAUGE GALVANIZED NNE MESH. IN 1. METAL FENCE FOR TREE PROTECTION OEVTCE ONLY. t BOUNDARIES OF PROTECTION AREA VILL BE ESTABLISHED N THE FIELD BY THE ARBORIST PRIOR TO CONSTRUCTION. 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED BY THE ARBORIST PRIOR TO INSTALLING DEVICES t AVOID DAMAGE TO CRITICAL ROOT ZONE DO NOT DAMAGE OR SEVER LARGE ROOTS I HEN INSTALLING POSTS. S DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. Specifications For Tree Preaattratbn A. Protect all plonk growth including root systems of toes and plants from 1. Dumping of construction related refuse. 2 dremlcally Injurious matelde and liquids used In construction proton. 3. Noxious mats 9 In solution caused by run—aft and spillage during mbdrng and placement of construction materfds, and drainage from stared mabnds. 4. Continual puddling of rurnbg sets as a result of construction. B. Protect root zones Tram flooding. erosion. exoeesive wetting ond dry" ran" *am de—watering and other operations C. Protect all adding Mont material to remain against unnecessary cutting, tweaking and skinning of roots and brancho% skinning or bruising of bork. D. Engage a Consulting Arborlst to direct rernovd of branches from trees and Iorge drubs, which are to remain, N required to dear new conshuctlun and where Indicated; and to direct tree root pnerng and relocation work. E *ans directed by Consulting Arborist extend pnmk q operations to nebme natural shape of tress and other plants knpocted by construction acttWes F. Cut branches and rob with sharp pruning instnwnents, as speeded. Do not break, chip or mutilate. G. Water trees and other vegetation, to ranaln, as necessary to maintain their health dwhg the course of the work. Maintain a water schedule and log of watering operations. H. Restrict vehicular and foot tmfbs, ofd oonstruction was to prevent compaction of sok over root systems and within tree protection zones I. Eseavab round tree roots within tree protection zone only under the direction of a Consulting Arborist retained by the Contractor. d Times trenching for utnIUm In rsqulred within root zones, blond under and around roots by hand digging. Do not out morn lateral eppmt route. Cut smaller roob which Into For with Installation of new wart using s wp pruning tods an sperJBed K Mare excavating for now conetructkm Is required within root mom of trm hand excavab to minkmbe damage to root systems Use narrow time spodlny forks and comb =1 b soots RW=lUon roots In baddll areae whenever possible. N large. main labral roab we eneau erod am=* beyond examtlon Ilmlts as required to hand and relocate without breaking. L If roots ave encountered within the limits of new construction and the Owner debrrnlnm that modification of the work In not practical, art roots In accordance with these sp iflootlons appmIrnately B "an back from proposed constructfom M. Do not allow exposed roots in dry out before permanent backfill Is places; protide temporary aath cover, pace with net peat mom or 4 layers of set untreated bL" and temporarily support and protect flan damage until roots are pem+ananty relocated and cotwrcd wlth bo". IMoter to settle barkill to eliminate voids and aP pockets 1tll� 4 I N. All pnonFg shall be performed to ANSI A-300 Pnhnknp stu�mefirma employing CerUBed Arhorlets. Otho thsrpeutic core work shall be performed to Notional Arharial. Aseodothn slandern_ uwtte[n —_^ ng ora•—' mak: mat _es of C= unless a { Owner. 14.00 SW ENG CT. 0 z a I O O i 1 � Z Z M LU E3VW{ IL J W CV a 7 USN LV O J O c� (b z L cr I TAX LOT 1100 p TREE 1 SW RM PL S °. e — r' A 51 ETOSTING 30' TREE TO REMAIN A Y I I I 5 © EXISTING RE .; I 2 1 3 1 I 3B' TREE T TO REMAIN EXISTING 3I' TREE TO REMAIN , I I ti >r TREE 4 i TREE2 M --------�--------y----- TAX LOT I TAX LOT 1 J - I 901 902 1 EXISTING 30 1REE TO BE L RET�IDVED jT TREE 3 1 + TAX LOT l TAX LOT 900 Illy 903 TREE PRESERVATION AND REMOVAL PLAN LOCATION: 10160 SW WALNUT STREET PREPARED ON: SEPTEMBER 8, 2014 TIGARD, OREGON 97223 Specifications For Tree Preaattratbn A. Protect all plonk growth including root systems of toes and plants from 1. Dumping of construction related refuse. 2 dremlcally Injurious matelde and liquids used In construction proton. 3. Noxious mats 9 In solution caused by run—aft and spillage during mbdrng and placement of construction materfds, and drainage from stared mabnds. 4. Continual puddling of rurnbg sets as a result of construction. B. Protect root zones Tram flooding. erosion. exoeesive wetting ond dry" ran" *am de—watering and other operations C. Protect all adding Mont material to remain against unnecessary cutting, tweaking and skinning of roots and brancho% skinning or bruising of bork. D. Engage a Consulting Arborlst to direct rernovd of branches from trees and Iorge drubs, which are to remain, N required to dear new conshuctlun and where Indicated; and to direct tree root pnerng and relocation work. E *ans directed by Consulting Arborist extend pnmk q operations to nebme natural shape of tress and other plants knpocted by construction acttWes F. Cut branches and rob with sharp pruning instnwnents, as speeded. Do not break, chip or mutilate. G. Water trees and other vegetation, to ranaln, as necessary to maintain their health dwhg the course of the work. Maintain a water schedule and log of watering operations. H. Restrict vehicular and foot tmfbs, ofd oonstruction was to prevent compaction of sok over root systems and within tree protection zones I. Eseavab round tree roots within tree protection zone only under the direction of a Consulting Arborist retained by the Contractor. d Times trenching for utnIUm In rsqulred within root zones, blond under and around roots by hand digging. Do not out morn lateral eppmt route. Cut smaller roob which Into For with Installation of new wart using s wp pruning tods an sperJBed K Mare excavating for now conetructkm Is required within root mom of trm hand excavab to minkmbe damage to root systems Use narrow time spodlny forks and comb =1 b soots RW=lUon roots In baddll areae whenever possible. N large. main labral roab we eneau erod am=* beyond examtlon Ilmlts as required to hand and relocate without breaking. L If roots ave encountered within the limits of new construction and the Owner debrrnlnm that modification of the work In not practical, art roots In accordance with these sp iflootlons appmIrnately B "an back from proposed constructfom M. Do not allow exposed roots in dry out before permanent backfill Is places; protide temporary aath cover, pace with net peat mom or 4 layers of set untreated bL" and temporarily support and protect flan damage until roots are pem+ananty relocated and cotwrcd wlth bo". IMoter to settle barkill to eliminate voids and aP pockets 1tll� 4 I N. All pnonFg shall be performed to ANSI A-300 Pnhnknp stu�mefirma employing CerUBed Arhorlets. Otho thsrpeutic core work shall be performed to Notional Arharial. Aseodothn slandern_ uwtte[n —_^ ng ora•—' mak: mat _es of C= unless a { Owner. 14.00 SW ENG CT. I, MARIANNE ZARKIN, ATEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL ` / /�� so ro m a MARIANNE ZARKIN. l S�' t Inch = c fl, MARIANNE ZARKIN, REGISTERED LANDSCAPE ARCHITECT ++xt7 SCALE Inch - 40 e. OREGON REGISTRATION CERTIFICATE NO. 396 AS -BUILT � 10/19/2015 NOTE: G: AS—BUILT DiMMNGS INFORMATION IS BASED ON CONTRACTOR FLED SURVEY, AND HELD INSPECTOR GATHERED DATA. ALL INFCRMATBN HEREON SHALL BE FAD Vt7iFTm PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. OTB% "ui ' 21. ��ORFU0fi�� 5!8198 `CAPE A' � , 13 F wido Marianne Zarkin LANDSCAPE ARCHITECTS 1020 Southeast 11 th Portland, OR 97214 c. 553.758.3131 f. 503.238.1827 MARIANNE ZARKIN, ASLA mzofldn4 rnz-lo,com 2 M W qppk N z C W Lei hW11z m O 0 r J uy q y z pp a a (nFi.7 �RLO1 0 w 0 z a O O U) � � Z Z M LU E3VW{ IL J W CV a 7 USN LV O J O c� (b z L cr I TAX LOT 1100 p r' A 51 5 © TAX LOT =':= I 1101 EXISTING 3I' TREE TO REMAIN y I TREE 4 i M TAX LOT I TAX LOT 1 I 901 902 1 I, MARIANNE ZARKIN, ATEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL ` / /�� so ro m a MARIANNE ZARKIN. l S�' t Inch = c fl, MARIANNE ZARKIN, REGISTERED LANDSCAPE ARCHITECT ++xt7 SCALE Inch - 40 e. OREGON REGISTRATION CERTIFICATE NO. 396 AS -BUILT � 10/19/2015 NOTE: G: AS—BUILT DiMMNGS INFORMATION IS BASED ON CONTRACTOR FLED SURVEY, AND HELD INSPECTOR GATHERED DATA. ALL INFCRMATBN HEREON SHALL BE FAD Vt7iFTm PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. OTB% "ui ' 21. ��ORFU0fi�� 5!8198 `CAPE A' � , 13 F wido Marianne Zarkin LANDSCAPE ARCHITECTS 1020 Southeast 11 th Portland, OR 97214 c. 553.758.3131 f. 503.238.1827 MARIANNE ZARKIN, ASLA mzofldn4 rnz-lo,com 2 M W qppk N z C W Lei hW11z m O 0 r J uy q y z pp a a (nFi.7 �RLO1 0 w 0 z a O O U) � � Z Z M LU E3VW{ IL J W CV a 7 USN LV O J O c� (b z � cr 5FT. HIGH SIGHT OBSCURING WOOD FENCE E%ISTIN C — TREE TU REMAIN PROPOSED — CONCR€T€ PATH TREE M ADAAIN SCHOOL ?R0PER7Y\ PROPOSED. WOOD CTAP PATH PRMOSED CAMM TREE (SEE sMMT 11) TAX LOT 903 Shrub PlnntlnA Specifications: Eeeowtlon of Plant Plta: 1. Planting hdee shall he esoovoled wlth vertical aides and with bottom slightly -reed In middle. Sub.A In eldee of the --ticm eho11 he lap ed. 7 Eeeeee esoavated, unamended ..boon shall he disposed of and not used In plant pit backflll. Such moterfale shall not he spread ovxr planting bed In planting areae. 3. Plant pit aha11 he filled ■Ith eater and the water allowed to perodote aut prinr to Planting. If plant plte hold eater for on eemmded perlad or othenelee 1ndlmte Poor suhmrface drainage, natity NWENGFNEERS prior to plonting. Planting Shrubx 1. Contalmers. erre boakets, and twine shall be completely removed. Burlap shall be completely nemwed from root bolls. 2. Shurbs shall he set plumb and at the center of nuawtlons with the top of the root crown at a above adbceit flnlehed groda 3. Add Slarnarnte 10-113-1D fertnl2Q tablet per manuf curse remmmendo[1pne. 4. 8odrflll with Imparted topsail placed around sides of boll, tamped, and each layer waked to settle bodrflll and ellminote wkjs and olr packets. When mcovotlon Is approslmotwiy 2/3 full, fill shall he watered thoroughly before placing remolnder. Remainder of backfill shill he plo-d and Moll he wtersd ogoln. 5. Shrubs shall he pruned to rejoin natural character. ExceeeWely pruned, malformed, m damaged stack shall he removed and reipIaced. 6. Shrube shall bemulched a minlmum of 2' In depth. Mulch shall be placed wlthln 2 days of planting. Pull mulch away from crowns and trunks. Smooth and fine grade mulch to form o smooth — lay- - L E G E N D TREES 0 CANOPY TREES (SYMBOLS C 111 REDUCED IN SCALE; 1 SEE SHEET 11, TREE CANOPY SITE PLAN) SHRUBS SYHIBDL LATIN NAME\COMMON NAME RHODODENDRON 'JEAN MARIE DE MONTAGUE' JEAN MARIE DE MONTAGUE RHODODENDRON j RHODOOENDRON 'GONER WATERER' COMER WATERER RHODODENDRON Q VIBURNUM DAVIDII DAVID VIBURNUM MAMOMA A4LWFOLIUY 'CO IPACTA' COMPACT OKOON GRAPE {r} NANOINA DOMESTICA 'NANA PURPUREA' DWARF PURPLE NANDINA [�3 MYRICA CALIFORMCA vJ PACFIC WAX MYRTLE AS -BU I LT 10/19%2015 NOTE: AS -BUILT URA mss WP10RpAmm IS BASED oN e"ACYOR. AMD SURVEY, Alm 1710.0 INM71OR GATHERED DATA ALL INFGRMATAN HINSM SHALL BE FELL WMEO PRIOR 70 USE IN OESICH AND/OR CfyNSTRUCVM am SPACIN EUDNYMUS ALATA 'COMPACTA' 15-18' HT. DWARF WINGED EIIONIrUOS GROUND COVER 4' Q.C. 2 GAL S Q.G. A CHILCENSM x 04 WILD SRAWBERRY AS -BU I LT 10/19%2015 NOTE: AS -BUILT URA mss WP10RpAmm IS BASED oN e"ACYOR. AMD SURVEY, Alm 1710.0 INM71OR GATHERED DATA ALL INFGRMATAN HINSM SHALL BE FELL WMEO PRIOR 70 USE IN OESICH AND/OR CfyNSTRUCVM am SPACIN loll 15-18' HT. 5' 0.C. 1'5-18' HT. 4' Q.C. 2 GAL S Q.G. 2 GAL. x 04 I GAL 2' 0.G 5 GAL 5' 6.C. 5 GAL 4' Q.C. 4' PDT 7 Q.C. ZO 10 m b 1 iIlCL = IrA 0. 11.17 SCALE 1 krah • 40 ft. N 2 x4s 00 x cs `� o Gc D ti N G C4 a R 05 O C LL to W 7 W �t osEcau Y }A MOLL Ipa/al J loll u7 � f1 om owa LL] Q Cr CN U)U CL L7 M a0Cd p Oz Ir JD Cr- dd C) (D z IZ J W 7 W �t osEcau Y }A MOLL Ipa/al J loll W 7 W �t osEcau Y }A MOLL Ipa/al J z = INSTALL PUBLIC LUMINAIRE POLE WITH LED COBRAHEAO FlXiURE. �, n.f .aa itai.aai.ai. ,:�. ti''':.:'.;, ::' ::;;:.:;•' :.' :::.''::'•:':::'::':;.':•: • • ba, .a9n.a9b.a9� i. -" ;� •r!• r' v�� w INSTALL A 2' X 2' CONCRETE PANEL • ••'•���. AROUND THE WMINAIRE POLE r_..�u.. 1X s POLE ■� i.s .9n.a1. / .ai.�i..o ➢..a D.ae .a9 ..�:rr. Qy�. c• �.. 1.-'.. i i.ai� i.a i.e, n.a. n... , �. ��ry �� #,Ye:..' �,� ' `�r• • _ _ h rr = INSTALL PRIVATE LUMINAIRE POLE QV • a.mi. i.a L.ni.a i.a 1 q �• IMTH METAL HALIDE SHOEBOX FI)MRE. � :v _ i as a. ai.: L.w 1..1 POLE (X = PO = INSTALL PRIVATE METERED SERVICE. .99 .a Lu i."1.05. P �W T� 1.. .aa1-b.m'..b. L" 4 ���1p7, r i. a n.a.l..a i..: e.d 1— n..a n. � :' • 1. ss i.ar isa i.v i.a i.so ➢ , J � 1. .aa i.0 i.a9 i.v i.a,n.a, n.a, n.a, 1. a, i.a: i..a i..r i.ss i.ar .,•:'I•-: .• �'� � .i.�i..,n..,n..a . .mi.si.ai..ri.ai.aa ,:,.`• a jd J- I i.ai.ni.ui...1... 3..o 3.aa l.0 i.ai.vi.ui :.,•�:J-•-r •:J:..!• ��. 1 i.ai.ai.w l.W n.fa In L.C. M1, � i.aei.an.aan.aan.a.l.a.i.ai.a,i. � J •.�� r': �.••::e .. d U► i l..el...n.a,n.aal.,ai.sai. / •� a �+: r•� \ � �, \ • xr•'ti. +.rte. ♦ � •fit•• \ , ♦ • K ` C3 LP i• `� �\ a 3P � •5 I.,r ♦ I AS-BUILT ' 10/19/2015 NOTE: As-v onums i*mRmnoN is ern m DMTR M �D SUMU, AND HELD iNsPW= oAnmm �3 STREETLIGHTING DESIGN -m MUD vQeFlm niur H A U A Scale: 1" = 20' u oEsGN mom oo unSNU pmm N. DWG. NO EL1 1. LIGHT POLES SIAL BE 30 -I'M DFAXT MAIM ZF-FOOT YMIINIG HEIGHT. T11O-PE6i Q X FIBEINLJLSS LIGHT POLL ?PGE API'1IM LIM PMES ARE SKAIGEWENE GOT 110930 -F -10D � P'-0-112 Aa DST310 M POE APPROM SRBS AIL& S? ANICTIaI W= SHALL BE PGE APPROYED SPLICE BOWL PIN AIPPROM JUNCTION 11auEs ARE NMASIS FCA13MV-0004.3 :CLlANIE A42134fIAO17 %ARIICRCAST ANDIDWA1I5-FAN .'FIMNE CM13208M AE1IIC' OR wMW SINL BE N THE LM LINEIRIG Alan 3. LLAl1UIiES SHALL L POE APPROVED 40 WATT LEA 2W MAST -4M NCIAfED, WAY i00NWEAD RAT LEIS FW= WTN A NWAIAL POWI FW= WA= EIMLAST, WIN TNSILC K PE RECEPTACLEE, PGE APPDDIED COBRAIEAD LIYMEES AiLI: 4IS LE M W -M0 NI-2-OV6.7OD-�L-M `f. TAE PHUNIIElE1RIC OWM L SUI.L BE PGE APPNCA M WENDED ED LLFE TWSILOCLL, fFAL-0I, 11EC11100I0, 10 4q IR PER ANN UL14 MOM NCIASL'A, 1.5 LUMEN TL *4K IGTID 10 r TIIIGSBIW71 TBI <n01AA mm 111;1 w"WR�2MTM, ,SOLD DMI PLUG MOM Y DOMED LA'S CBI. ILIO AULt W 1-4 EEG 'TUR -QF GUILT. POE A1PP@= PHOICIE1131RIC CONIM AHE: SiLC am iL TNH MID FM THE SPLICE IN TO THE ILIMMIIE SHALL R POE XTRMED AOH14 ICD-YRT, 3-OCINDUGM CAM I STMONG TYPE TD 11TH 40-I1L. S NI.KHT RESIFEW 'PC MM. EUTAI E IN DIM @UW APPILCAWM RAM IOC MY NO 78C Ef. FM 410-nT APRnXK THE POE WiN16 CONFIG11MM IS: AIM '1mEm (AM I o)D 1 L ALL NA7MW AM SHALL ECLNCLOI TD PAL SQEOLLE W arM `WWOMTOR ALL RATEIIALS AIM NSIAL ATIa1 SHALL L AIMM LFY ME. LM POLES W 9114ET LIM TO BE NSIAAIIED BY PSE '7. L1G11IM CQFIIACIOR FALLER IS IN RAE FOR IMTAL A71CN OF COpiCT WTBIAL ON 17I1MiI PGE APPROY® WTQI I LIST AIN JNISdC11IO!1 SPEOMAM SIANNICI . LICIT POLE AM MINE SMRTIA TO PRLPER 4490um R6LLNRENGD. BASE..UTT POLES SHALL LW 1S -FOOT 1111011$ SM LIGHT POLE WFH PWAST NUMERIC SUMMARY PROJECT: GRACELAND LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN STREET A ILLUMINANCE FC 0.40 1.48 0.11 3 64 PRIVATE PATHWAY ILLUMINANCE FC 0.84 2A0 D.10 5.00 APPF YED LIGHT POLES ARO HALO 14I619f71IQ x 1A111AILS SNAL 1E 70 WYT` ML 14DIL NASI -NM MMI TM IMIE SOSWIL FUT IN LLOMAIE tr101 A IIli11AL POBt FA U IiWn BNLAK WIN 1WSll)(I[ PE }� WEEP'TACIE AND 70 IEFAL NNW LAMP. APPIlm LIAMAIES AIL [7 7011 RUM LPRI407-N P w MAIM Rw TD M LI STREETLIGHTING DESIGN Scale: AS NOTED AS -BUILT 10/19/2015 NOTE: As-wLT 11Rmwm wuwTION Is usm ON CONTRACTOR. FIELD SURVEY. AND FIELD NSPECTOL! GATHERED DATA ALL INFOIWATION HEMM SHALL BE FEW KFffM PROR M USE IN DMM AND/OR DMISIRUMM El 2 EROSION AND SEDIMENT CONTROL PLANS SITEMAP NOT TO SCALE sw yeortl xd� dwa,:km.wsc-n r. WcrAnry aY®Rro9nerspy, t. n� 7H,31 n ,rydns xCdl pmk C8i4,� � Pek SM Wit nd _ tgxlalY pP �' � fvrwraylnN �yvL 7� Cir, :... Fdrk _01 3 sti` fwih Comerny�(L111 A ,}Oil 41 sin cruor St swy=oo„�Io sr 71rk Bun Maaeleai Na hioumain cp Jrti'Oo-.ille rill } i fleH r'ir, u it 5, lmiltrd fel Cnurme 3 # x rd 4� pct F)rna Wa Flog - v VICINITY 1 MAP NOT TO SCALE PROJECT LOCATION: PROPERTY DESCRIPTION: NORTHWEST OF SW PORC FW AND SW WALNUT ST INTYSECT104 TAY LOT 1102 (WASHINGTON 9011AR _W MAP 2S1029C) ON T11E SOUrh SIDE OF SW KOUT ST. LOCATED N THE NW 1/4 OF SEOTiON 0$ TONNSHP 2% IATTIJDF = 4fi'31'19.33" IONGI TJDF=-12T55'3rirA� RANGE 1W. WIUAMET E WEFbDLUJ, WASHINGf04 DOM. ORCL1 N ATTENTION E XCAVATa% ORM VS R{3¢tlM WE TO Tp,LfliM REALS 100pTTES IIi 111 OM)ON UTIUW 40TIrOTION CENTER. TIME RALES ARC SFr FM IN OM 952-001-OD10 THKILIGH ILA$ 1152-01-M Sp4 MAY o6rA.N COPIES % rHESL RULL5 FTUM 1111, lEA(TER INCA LING 50.3-732-9$7, T YDJ HAVF ANY QV A6ar THF RUIFS, YOU WFY CONTACT THF CFNTFR. 1000 11111119 IIONFY THE CENTER AT LEO TWO EIZNESS DIM 9fiW WAENCING AN E%CAVAHON, CAL 503-246-6699. PAGIIiO EV13MTUI HONES 7+10 SA OLSESON SAD 1133 PORTLAND, OREGON 97223 PHONE 503-896-972 PLANNING I ENGINEERING SURVEYING FIRM SURVEYING FIRM W ENGINEERS. LLC CHT SUNE'RNC k LUNSLILTING OY L GREG THIEL, PE 9139 SE ST. 10E45 ST. 3109 NW JOHN OL'a PUCE CUCKAMAS. OREGON 97015 ILLSBDRU, OREGON 97124 PHONE: 50:-650-1672 PINE 503-901401 FACT: 503,601--4402 k=:1:= IlJ •� f: Jl*rR r ONE EXISTING HOME AND TWO Si,UdL SFEOS WH A 10' WIDE GRAVEL DRIVEWAY 111E REMAINING SITE 5 WVINLY A GRJL f AREA 'ATTH A FEW SWU 10 MEDIUM TREE. THE SITE SLOPES 7 N SOLTH 10 NOaRi AT ABOVT n nBjL0PED CONDMONS • d-LOr SLEDVEON WDM A 27' WIDE PUBLIC STREET AND A 5' SIDEYIa. SIN -ATE STORM ORAINAGE WILL SIE TAEATED USING STORI9NATO Killil S THAT WILL 9iSOHARGE TO A NEW STORM WWI i1tAT VILL 901IIXT TO T,iE EXISTING SI>]RII LINE AL04G WALNUT STREET. NATURE OF CONSTRUCTION hCTMTY AND-.E5TIWED TIME TAKE • CLEARING, MVR. 1 - WAR. 15 " MA55 GHAOING! MAR. 15 - APR_ 1 " VITUTY INSTALLATION: APR. 1 - APR. 25 " STREET CDRSTAUCfICN; MAY. 25 - MAY. 13 e FINAL STABILIMI1N: JUk 15 - JR 3111 TOTAL SiTE AREA - 55,013 SFt - 1.26 ACRES TOTAL DISTADED AREA = 43AW SF# = LOD ACRES SiTE SOIL CLASSIFallON: 4�A - WDMMRN SILT LOW, 0 TD 3 PFRCFNT FOPFs (4711) 460 - INDMIURN 51T IMAM, 3 i0 7 PFXFAT S[APfS (53L) RECEIVING WATER BODIES- FAft CRE]t - TUA ATIN RNU AS- BU I LT 10%19/2D1 5 NOTE: A5-91J1LT ORAIMNG5 INFOWATTGN IS DA50 ON CONrRKrag FEDAIRVEY, AN6 haD Ni8PECm GAlTiku DATA. All INI'MMATION HFRFd4 $HALL BE FIELD WI1 RIM PRIOR TO LSE IN DE9G4 AND/OR tAMfi1RUCIM PSTTM'S SITE 94SPECTM G1?EG Tr10. {MpMITIAG E(,`q; La ENINI TtS PHO* &W -601 -wit fAX: 50S-01-4402 E MNL a entam et�A DMWM OF E)(PERIENGE-, M THIEL IS A REGI5TER0 P12w'FcWZRIA. ENGINEER HE HOS 20+ TUR5 OF EffOlE11GE IN THE COIIS,RICIICN INWIRY *0 W INVOLVED GDEIIM EROWN 9011101 PLIAS AND IN5PECTIIO EEMTSION C17f1fM Imo, � iV-11Z,[8) :1:i■] #I,-]C�1,[:1zIa] F* �*1ITAI: 4 �11 CONTROL PLAN DRAWING NOTES: 1. All permlF reglshorle www lmplomenk the IMP. Fuhm to ' T*nerrt my m` IIre =*d mensuw o, pruc:ices cescribec 'i the ESOP is a violoUon al the pmiL 2. The E$CP mozem 8 Mean on thk plan U,E mi kivurn requimrren's 'o• cmbripa!ed elft carditiane. 7dring he meat JrSor perfod, upgtnds these woolas Treaded to cowo nits all aprlimbe Irp4 std&, cnr fete•nl e•agian ord sednnt W""'regllolc9Ls. 3. SuLmiegipp of 0 ESCP re'4dors is not required. S&IRW at tW ES�P nemipigns 19 only Lncer speck Ic O dcims. 'lJbmd oil seamy rmWou la OW or Ap& 4 Phase cle4Pot1 Wd 9mdn9 to Mk moriTW -deet pradial to prCrsnt "po4wu Nae e'e cT= imrn treoo . g o eDirne D' eresor. IderLEy, mork and protect * Aeneixy off a uira mkmre) CnQgrl ri➢aripl mars ono veyetirNcn o'audmq impor.on: trees ok ancialed radhg sores, mrd va9ntatWrt ones IN tx proem°-. le" ".0. -:ire 'fi#w renes wi%w ..r tie sae nod ekwdiye unwe Cey„ vile ds), aced *er meas to be warrYed, e5-' do it oe�Teter oreos. & Preserve exit Mg *gelApm when practical and R-- *v areas, Re-vegetax oper areas wen p'octicsble befare and otter grading d sra�luain. RkMMy !Tie .y90 tr vegntfabr'e seed rev decd. 7, E1rAenn gad sedTrnad oanim memums rnCILdirg perirneter weinwrt ca^ral ml,& oe -i pace :efam ve3eta4cn i9 eslurtkd and WAreL rgmwln In Pace .nC x Taintairad, mpu'ra'. tr,d prcmptll impdemeited rLRomirg p•aca[nes satcaliahec rW I�m dud1Yl of COMA 1101nr InelLdIng pmte.tim k• aclrve stain dtq* IrAeh and carxa basing chd o=rop=ote mai snrmroter p" -on coitro's. & Esthfsh cancroid bU2 andotter coru-eta equicman! Washout mem adlmt Imgails.4g tMCTIo %ore. 9. *P temaomq and/or Permaneit so' stabiiznii n rreasu'es imn•ecoteiy of c disth bed c.'ec4 ss grcdfng pregreson cid tar all modwaye Eadluding trove •cocwars- 10, E.gtibfsF rraWol and tas.a` ghrage :re•,q and diFir ren-gtb•'nNtter Earwig. 11, Prever. =N of 4adimcrd and= public w pmmtc mod- Ls'nt 9V's sdci Ds: grcveer (W inllfto twits Lid purl otos, grpml :n unpin* rerdg loco;e3 ar$;e, or use an erii Lire w .9h. Tape FOP mj9t be In plane prior to Icaa-ra'urb'ig dcdviL'ss. 12- Wilm tnekirq mfirabod soh Imre the !Re, ether ise wse• tght t-ie+9 nr dm i lands on ad - 13. Um 6MPs t_ pnneit w 'Srialb@ itcrYgwntrr eeprrare to polkares `rom spill; vehiJe and equipment faft mdnxicice, arld Axogc; c'F.cr Lwnrimg o6d .'noirdarehte ddivitarr OM ■ on hcnc ng DCdvitim. 'typo paAolmed I*IW 4 Eye, hydvui field, Pla s:hur o's f•in' rend- anL 'ran5rery, aA +eA a6 c6b'7r le=aver pris, so+rev'p, Pn$ gags from aersIrt bm oproliom 14, mphnren the folloalrq HMPe ehen IWIMhe: wtHec sp1E prmendipn and reg„arse procedures, employee trninigq n epd pre mUsn cic grope, ¢apoeol pnxewres, sp' its h e;: wailclee, regl.Yrr mairtenarce sc qedi. a for vesicles and machlrery, metEral da:my and "t corrb isA b-orvirg cit sgndge, and coverer oromge arms fo• mcstc cic adpplim. 15, Ilse rater, mil-biid'ar9 g92nt or o1Fwf imAt mrlrol tecir:gw as ielmer ;a ami/ w it -F amn gcR 16- The appbmticn note or -athero uaae W mrshbl'm vegenLk:n mLet rollm Intmeacuiers mmmmerdcaors w mirvr,¢a m HSA r to rdrfeee Wa6rje- Fremime eri0cn char spiny erre-mleme ferti'7.^n: W-hig any wakerw. riper"or nine. 17. II c ekarenvoW b -A bfw, e151dd7 ('o• erompe, eeftn) WegLloLcd, 'IDecula'.m. fl'rnLcn, etc.) fof ardlmenr 4 Cher pbllulanl trmord i3 c-npluye. aLSmf on op- -]on ord moinxicilm plor iincjd-ig syslcm xCiimatk, lsmlian df aYY-h. Ioxfar. of lrAuL Iolrion of nsahmge, digf+orge dispernirn cer'ce dMigi, and a gc'nplinq plLr grid finwmgj Wane dplwA{rg IM Veemcil syekam. Otrlaib alnn OFFraval bereri cperoUig he Lec•.rrcr,. ny7een, daaeala and rio74r i Ito tFi6allenl wl* n apr—rag 10 mrwfgr;U a spK l=Wme. It At UM aid of such nro•xddy ani AmIlphs mug he shbMwd or covered, or Ph, OMrs Mel x imolcrrcrcd tD prercn: d n"Ps to Fvrf= Totem ar conrreyoras Weeks 12 d to sir'c:e waters. 11 Canehue or aONIba rrunt ovoid or mirti-nice =UVQUin aria crcol.aon tr. bsrs VOL -Id curirg rel wcoIrc- Ocoee Dl - Vay al. 2D. kelmenl fencer Mra+e -rapped grdmerd bpfone it reisAes are lkd d ME o" graurd TORO h*ht and befn•e fence rmmadi 21. Otho sec mgrt ie-iers (suci as iiabogs): remove sediment b*m a readies Ara k chn &* dlava tpmugd Fe ]ht. cid bdm BMP rcrrovC- 22. Cc” bni= clepn eefpm mtsrAv Pepaalb' has liner •m Toed by"pergpr'L SeErrer.: bmkn and sen$ment turps: -amore tfapW d iliffort beiate aeslgl ' Ips been r<dLcsd L7 RRy petal. aro. at LonpcUorr al pm]#CL 2a VWn 24 NI; . sigrViLori se:irrerl dit hw kK thr DonsMu01iion site, eWel be rerrerlokco. Irq&sbgUW the ;u Jse cf the s mrrer: reiecso cic mplemsrt steps to pireerd Is racwrence of tiro dhchm7 wftn tie same 74 hmm Any :n-a:ream cixi uo of st6nicnl sioll no m iorrrcit octarli'ng to the Omw W6on of Nis Lords rmu'•cc i'•r:cfmild. 24. The 'ikendoad waaNig r' sedl"r. Into skean sewere or dmrPmge -nays musk .'lot =4,. Varuurr'ig ar dry n,wp ng ord rroleriol *k%ip ml,9k nc deed La ekc:lux tdemed sedknenb. 25. Hrorida ..rnke,edt dmeicn Dan'.1 rrco§,k. Wr of o+ama. Co int —1. 'ar pPrcy sccimcr: cent• 1 pr -d- ur]I perrrarur meyMlian 2r other rover of eapoped [reqs .es Rade•, cip re'p— all [-P• —51.n cint,1 meceunea us Mdasec areas bCWMo slab"red, Lnlesr ddng sa arWAs eiU, I= .mcdiremerts, Pro:e'ty dispesi cf a:ngLrLCt'an mciedcrg ord engte,'ncludng sec -Teri raWrlld W Irmso•my EMP9. 26. M regdcliWe meed miller arc simired, smdrg must fake place no akar that September 1; the type and percentages of seed in the mis mud be i Wrrt fmd 9A Ore plane. 27. NI pumping of sedlment laden Wali lull x dlechcrged aro- cn undlsturbed, priferaby weget7W ono, and ,hrxg9 a eedimeol oantml OMP i.e. (flRw dog). 28. NI egwead suite musk be Dmwed cur'mg Um ret wialhir Wad. October 0' - May 31. INSPECTION FREQUENCY: Slit CON01110N MINIMJM FREQUENCY AC1N'L PERICO WLY WHEN S10HIIIIII R RUNCFT, INCLUDING "GRACELAND" — SUBDIVISIONilti WASHINGTON COUNTY OREGON=uC- TAX LOTS 11 D2 WASHINGTON COUNTY TAX MAP 2S1 0296 RUNOFF FROM SAOWMFIT, IS DOCJRPoNG- 2 PR103 TO THE STE BEODMNG INACTIVE OR ONCE TO E4SURE THAT ER35ON ANO SEgMENT IN AHHDPATION OF SiTE HACCESSENUTY, CONTROL MEASURES ARE IN WORKING ORDER. ANY ESC -4 NE)XMIRY MAJNTEINANCE AND REPAR MUST BE BRITTA�YY MEADOWS, ILC %1i 7410 cif OLEMN BOAC 6,V P},1 OHEFALN 93x23 WK PIM 10 1EiL41NC TI -E SITE. 3- Ih/L"TNE PETRNIE)$ (--EATER Titlpl WO ONCE c"T TWO (2) 1Ed16. CONSECUM ULENDlR arcs. 4. PETI1005 DNTGNC PICH THE SIT IS E isRAL1M INSPECTIONS NIST OCCUR WU 9 IhA.':cESSBLE DUE TO INCLEM04T A REL€YANT ANO AMESSIBLE =M PONT OR WFATH FR. DOW}STWAM [MkTTON- " ICL] A PRC-CONSTRL1C 113N MEETING OF PROJECT M% RUITMN PERSONNEL THAT 14CLUDES THE INSPECTOR TO DM`55 EROSK3N AND SOVEN- DZITfROL TEASURE5 AND 001NI5TRUUM UMiTS. " Ali INSPECTIONS MUST BE MADE IN ACCORL4INOE 111114 DEQ 1200 -CN PERMIT REOUIREMENTS. " INSPEL'HDN LOCS MUST DE KEFT IN ACCOROANLT W114 IDEO'S 120RU-ck Pmmrr REOWR=YENTS. " RETAIN A copy OF THE ESOP AND ALL REVISIONS ON SAE AND ML4}i£ IT AVAILAKE ON REQUEST TO DEC, AGEN', DR THE LaC L MUNCIPALTY. DURING INALTTVE PERMS OF 0KA1S YH(N SEVEN (7) GONSECUTIYE CALENDAR DAYS, RETAIN 711E IMP AT THE CONSTRUCTION SiTE DR AT ATID1FfT1 LOCATIDN. THE PERM= IS REQUIRED `0 MEET ALL THE CONDITIONS 0- THE 1200-0 PERMIT. THIS SSCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLWICE 11M THE 1200 -CN 'ERMff REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200 -CN PERMIT REQUIREMENTS SLPERCEDE REQUIREMENTS OF P115 PLAN. RMP MATRIX FOR CONSTRUCTION PHASES REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF- AVAILABLE FAVAILABLE DMFS. 4- SIGNIF.=S BMP TRT A91LL BE MISTALL® PRIOR TO ANY GROOHI CtSi111111 G ACW. a � 11010El4=94 CA1:�LTA I:�►11 A COWPREHENSiyE UST OF AVNLr3.E BENT WINAGE1EPWMlf PM (BER) OPTIONS RKED ON DEY's Gi1EAMICE iMWNIL F419 BEEN RE4IkO TO MWIETE THS 1ROSON AILD SMNM CJN10L PLAN. SONE OF TIE ATROVE LISTED DMP's MERE NDT OiW 9 OWX TKY OIM KIERWHED TO 110T aTELWaY WPM EROSION FIR5E1110 AND SETANENF ODNIM FOR TH% PR PR7 I3145fD OM WECM 911E CONDRIDFI6, 1MDIN0 SOL 09NDOIONS TOPOGRWMD OONSHd1lOS, AGMSEl1T 10 THE SBE, AND OTHER REIA11D CONDIT Oft5, A5 TRE PROJECT PROGRESSES W TIERS IS A NEED TO REVISE THE. TSC FLAK AN ACiIGHI FUN WU EL SJOW11E0, A r -r NBNL SHEET INDEX ESC -1 EROSION AND SEDIMENT CONTROL COVERT VECT ESC -2 CLEARING, DEMOLITION, MASS GRADING, "GRACELAND" — SUBDIVISIONilti WASHINGTON COUNTY OREGON=uC- TAX LOTS 11 D2 WASHINGTON COUNTY TAX MAP 2S1 0296 EROSION AND SEDIMENT DONTRDL PLAN ESC -3 GRADING AND STABILIZAnON �!m!N rr $yi scute AS NOTki7 EROSION AND SEDIMENT DONTRDL PLAN ESC -4 EROSION AND SEDIMENT CONTROL DEIAILS BRITTA�YY MEADOWS, ILC %1i 7410 cif OLEMN BOAC 6,V P},1 OHEFALN 93x23 EFT -- TT�TTvvo©� 0000©� TT©TTvvo©� ©vo©© 4- SIGNIF.=S BMP TRT A91LL BE MISTALL® PRIOR TO ANY GROOHI CtSi111111 G ACW. a � 11010El4=94 CA1:�LTA I:�►11 A COWPREHENSiyE UST OF AVNLr3.E BENT WINAGE1EPWMlf PM (BER) OPTIONS RKED ON DEY's Gi1EAMICE iMWNIL F419 BEEN RE4IkO TO MWIETE THS 1ROSON AILD SMNM CJN10L PLAN. SONE OF TIE ATROVE LISTED DMP's MERE NDT OiW 9 OWX TKY OIM KIERWHED TO 110T aTELWaY WPM EROSION FIR5E1110 AND SETANENF ODNIM FOR TH% PR PR7 I3145fD OM WECM 911E CONDRIDFI6, 1MDIN0 SOL 09NDOIONS TOPOGRWMD OONSHd1lOS, AGMSEl1T 10 THE SBE, AND OTHER REIA11D CONDIT Oft5, A5 TRE PROJECT PROGRESSES W TIERS IS A NEED TO REVISE THE. TSC FLAK AN ACiIGHI FUN WU EL SJOW11E0, A r -r NBNL SHEET INDEX ESC -1 EROSION AND SEDIMENT CONTROL COVERT VECT ESC -2 CLEARING, DEMOLITION, MASS GRADING, "GRACELAND" — SUBDIVISIONilti WASHINGTON COUNTY OREGON=uC- TAX LOTS 11 D2 WASHINGTON COUNTY TAX MAP 2S1 0296 EROSION AND SEDIMENT DONTRDL PLAN ESC -3 GRADING AND STABILIZAnON �!m!N rr $yi scute AS NOTki7 EROSION AND SEDIMENT DONTRDL PLAN ESC -4 EROSION AND SEDIMENT CONTROL DEIAILS REslos` EROSION AND SEDIMENT CONTROL OVER SHEET 3409 NFYJIplln Comm" 671 4 ILII x nr an P4: 1i98I14dMU1 FIa 503W14402 & pllneering de PlarTrling rvLmr nrvericpn "GRACELAND" — SUBDIVISIONilti WASHINGTON COUNTY OREGON=uC- TAX LOTS 11 D2 WASHINGTON COUNTY TAX MAP 2S1 0296 P tiz [� s§6e8PC�LOT _. ,� ., i �. , ' EI801 6 TCB N+LY1x9ryER N 0232 1. TO 9 20'15 AS-BUILTS �!m!N rr $yi scute AS NOTki7 04VED el`. 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NO ACTIVITIES AHE PERMTREO TO QOOUR BETOND THE GOIHSTRUCTKRI MARRED. a.0oNTRUCTION ENTRANCES sHALL BE INSTAiUD AT THE BEGINNING OF CONSTRUCTIDN AND MAJNTAINEO FOR THEDURATIDN OF TIE PROJECT. ADORIOTIAI MEASURES INCLUDING, BUT NOT LIMITED TO, STNEIET SWEEPING MID VAGAJ4106. MAY BE REQUIRED TO INSURE THAT ALL PAYED AREAS ARE 1¢FI CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN<M AND RUN-OFF CONTROLS SMALL BE N PLACE AND FUNONONING PRIOR TO OnhiNNB SUBSTANTIAL CONSTRUCTION ACTIHTIM RUNUN AND RL -OFF CONTROL MF&SUR151NGLUIM' SLOPEOWIII6 {IARIH OIlILET PROTECTIONLCHDGS DAJIIS: SURFACE ROUGHEFANHG.ANDBRNK REnO RdTY]N. m o to 90 40 L Tnoh >• 20 M (CONTOUR INTERVAL' 1 FOOT) NOTE: THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME 'DRY WEATHER' OONSTRUCTION. *WET WEATHER' CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY IST REVISIONS; LEGEN ❑ MENGINEERS lm �OR ,7L24 FL SM� Englneering & Planning TAX LOT - - - — - - i, 1101 J --------- ,FT. CONTOUR INTERVAL I '• EXISTING PAYED SURFACE AS -BUILT EXISTING CONCRETE F019 EXISTING GRAVEL SURFACE `' E:ISTING DRAINAGE FLOW 10/19/2015 I t n NOTE: AS -BUILT DRAWINGS INFCRMAnON IS BASED ON I f D k7WTOR. FIELD SURVEY. AND FlELD INSPECTOR GATHERED X DATA. ALL INFORMATION HEREON SMALL BE FIELD VERIFIED CONSTRUCTION ENTRANCE PMCR TO U5£ N DVKN AND/OR CMSMCTW. — i I BH] -BAG CHEM( DAM 11 THISPLAN IS A COMPOSITE DRAWING CONTAINING FIELD SURVEYED AND NON -FIELD SURVEYED ITEMS. , ONLY. I i Y :Ax LOT 992 k I I (III PRE-CONSTRUCTION1 CLEARWG AND DEMOLITION NOTES A31 RASE GSC MEASURES (INLET PROTECTION. PERIMEIERSEDIMENT CONTI2rAAVE COMTRUCTION EN RANCES. ETC.YCOMT-RUC,ION EN RANCES. ETt MUBTSEIN PLA{E. RW&710NAL AND APPROVED IN AN INM61 INSPECTION. PRIOR TO COMMENCEMENT OF OCNISTRWIWN. BER:SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE MS CONS'TRUG'NEOOIR OF MI1Lf71.CHIPPN69. OR OTHER SURACLE M ATERiAL. STRAW WARLES, OR OTHER APPROVED MATERX& 9. SEIISPUVE AMOCIAM IN CLU DING, BUT NOT LIMIITED TO. TREES, WE TANK AND RIPARIAN PROTECTION MEAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCMIG IN A MANNER T AAT 15 CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES AHE PERMTREO TO QOOUR BETOND THE GOIHSTRUCTKRI MARRED. a.0oNTRUCTION ENTRANCES sHALL BE INSTAiUD AT THE BEGINNING OF CONSTRUCTIDN AND MAJNTAINEO FOR THEDURATIDN OF TIE PROJECT. ADORIOTIAI MEASURES INCLUDING, BUT NOT LIMITED TO, STNEIET SWEEPING MID VAGAJ4106. MAY BE REQUIRED TO INSURE THAT ALL PAYED AREAS ARE 1¢FI CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN<M AND RUN-OFF CONTROLS SMALL BE N PLACE AND FUNONONING PRIOR TO OnhiNNB SUBSTANTIAL CONSTRUCTION ACTIHTIM RUNUN AND RL -OFF CONTROL MF&SUR151NGLUIM' SLOPEOWIII6 {IARIH OIlILET PROTECTIONLCHDGS DAJIIS: SURFACE ROUGHEFANHG.ANDBRNK REnO RdTY]N. m o to 90 40 L Tnoh >• 20 M (CONTOUR INTERVAL' 1 FOOT) NOTE: THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME 'DRY WEATHER' OONSTRUCTION. *WET WEATHER' CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY IST REVISIONS; LEGEN ❑ MENGINEERS lm �OR ,7L24 FL SM� Englneering & Planning SITE BDLWDARY - - - — - - -- TAX LOT LINE - - - - - 5FT. CONTOUR INTERVAL --------- ,FT. CONTOUR INTERVAL , ILw SIT EXISTING PAYED SURFACE BRITTANY10SWSONR6-LOT �EPJ81i' Q � BRIO SA IXEDN MEADOWS, LI X133 PORTLAND, OREGON 97223 �D�BBB-BBQ EXISTING CONCRETE F019 EXISTING GRAVEL SURFACE E:ISTING DRAINAGE FLOW t E%iSTING TREE �'� ♦ e EXISTING TREE TO BE REMOVED X S'EDWENT FENCE (PERIMETER) CONSTRUCTION ENTRANCE ❑ INLET PROTECTION -6r BH] -BAG CHEM( DAM NOTE- OTETHIS THISPLAN IS A COMPOSITE DRAWING CONTAINING FIELD SURVEYED AND NON -FIELD SURVEYED ITEMS. IT SHOULD BE USED FOR ILLUSTRATION PURPOSES ONLY. PRE-CONSTRUCTION1 CLEARWG AND DEMOLITION NOTES A31 RASE GSC MEASURES (INLET PROTECTION. PERIMEIERSEDIMENT CONTI2rAAVE COMTRUCTION EN RANCES. ETC.YCOMT-RUC,ION EN RANCES. ETt MUBTSEIN PLA{E. RW&710NAL AND APPROVED IN AN INM61 INSPECTION. PRIOR TO COMMENCEMENT OF OCNISTRWIWN. BER:SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE MS CONS'TRUG'NEOOIR OF MI1Lf71.CHIPPN69. OR OTHER SURACLE M ATERiAL. STRAW WARLES, OR OTHER APPROVED MATERX& 9. SEIISPUVE AMOCIAM IN CLU DING, BUT NOT LIMIITED TO. TREES, WE TANK AND RIPARIAN PROTECTION MEAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCMIG IN A MANNER T AAT 15 CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES AHE PERMTREO TO QOOUR BETOND THE GOIHSTRUCTKRI MARRED. a.0oNTRUCTION ENTRANCES sHALL BE INSTAiUD AT THE BEGINNING OF CONSTRUCTIDN AND MAJNTAINEO FOR THEDURATIDN OF TIE PROJECT. ADORIOTIAI MEASURES INCLUDING, BUT NOT LIMITED TO, STNEIET SWEEPING MID VAGAJ4106. MAY BE REQUIRED TO INSURE THAT ALL PAYED AREAS ARE 1¢FI CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN<M AND RUN-OFF CONTROLS SMALL BE N PLACE AND FUNONONING PRIOR TO OnhiNNB SUBSTANTIAL CONSTRUCTION ACTIHTIM RUNUN AND RL -OFF CONTROL MF&SUR151NGLUIM' SLOPEOWIII6 {IARIH OIlILET PROTECTIONLCHDGS DAJIIS: SURFACE ROUGHEFANHG.ANDBRNK REnO RdTY]N. m o to 90 40 L Tnoh >• 20 M (CONTOUR INTERVAL' 1 FOOT) NOTE: THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME 'DRY WEATHER' OONSTRUCTION. *WET WEATHER' CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY IST REVISIONS; CLEARING DEMOLITION N MASS GRADING, EROSION AND SEDIMENT CONTROL PLAN MENGINEERS lm �OR ,7L24 FL SM� Englneering & Planning DOM Br.. BSN I (IATRIC 115.: � � GRACELAND SUBDIVISION WASHINGTON COUNTY OREGON TAX LOTS 1102 WASHINGTON COUNTY TAX MAP 251 02BC tist°+ ' ` '` � G" y +� �� gwIIL g t8 �N NUMBER N0232 1. 10/19/2015 AS-BULTS m AS NOTED , ILw SIT BRITTANY10SWSONR6-LOT �EPJ81i' Q � BRIO SA IXEDN MEADOWS, LI X133 PORTLAND, OREGON 97223 �D�BBB-BBQ SHEET ESC -2 TAX Lot 8700 —NISTALL 5EmQ_/ GRADING, STREETS AND UTILITY EROSION AND SEDIMENT CC INSTRUCTION NOTES: LEGEND �' MENGINEERS 1, SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE 4, TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE 14. CONSTRUCTION ENTRANOESSHALLBE INSTALLED ATTHE BEGINNING OF 11. {CONT_] CONSTRUCTED GREATER THAN 50' FROM ANY OISCIHARGE POINT, COMPOSED OF ONE GFTHE FOLLOWING MIXTURES, UNLESS OTHERWISE COVERING EXPOSED BOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD COMTRUCTTIN AND MAINTAINED FOR THE DURATION OFTHE PROJECT. SECONDARY MEASURE$ SIKH AS BERM OR TEMPORARY SEALING POS WY AUTHORIZED: CHIPS, OR OTTER APPROVED MEASURES. ADOUTIONAL MEASURES INCLUDING, BLIT NOT LIMITED M TIRE WASHES, BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUC4 A. DWARF GRASS MIK(MIN.10OLSJAC.J BID—BAG CHECK DAM STREETSWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL ACCESS AND BE CLEANED WHEN IT REACHES SO%OFTHE CAPACITY. i DWARF PERENNIAL RYEGRASS [S0% BY WEIGHT) 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE PAYED AREA$ ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. INLET PROTECTION 2 CREEPING RED FESCUE (20% BY WEIGHT) LOCATION AND CONFIGURATION. DURING WET WEATi ER PERIODS. �. �. 12.51hfEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE lL STANDARD HEIGHTGRASS MIX (MIN.100LB X) STOCKPILES SHALL BE COVERED WITH RA37I0SHEETNG OR STRAW MULCH. 9, ACTIVE INLETS 70SMRM WATER SYSTEMSSHALLBE PROTECTED TRANSFERRED TO THE STORM WATER SMEM, SWEEPINGS SHALL BE L ANNUAL RYEGRASS(4O% BY WEIGHT) SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PICKED UP AND DISPOSED IN THE TRASH. 2. TURFTYPE FESCUE (8096 BY WEIGHT} TAX LOTS 1102 wA9VN ym OODNTY TAx W n Q= PROTECRON MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED B. EXPOSED CLIT OR FILLAFMAS SHALL BESTABLIZED THROUGKT THE USE AS NEEDED. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR INTO THE STORM WATER SYSTEM. SURFACE ROUGHENED BY MEANS OFTRACIEWALKING OR THE USE OFOTHER MATS, MIDSLOPESEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE 10. SATURATED MATERIALS THATARE HAULED OFF-SITE MIDST BE APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SF1D BIDDING MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION TRANSPORTED IN WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGEOF 14, USE BMP% SUCH AS CHECK-DAMSS, BERMS, AND INLETPROTEvnomT0 AND REDUCES RUN-OFF VELOCITY. CONTROL MEASURES. SELIMENTAND SEDIMENT -LADEN WATER. PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE 7, AREAS SUBJECTTO WIND EROSION SHALL USEAPPROPRIATE DUST 1L AN AREA SHALL BE PROMIDEO FOR THE WASHING OUT OF CO]v` MW 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEE13ING WITH THE CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER WHEN APPLYING SEAL COAT, TACK COAT, ETC.. TO PREVENT INTRODLIP.ING APPROVED MING AND APPLICATION RATE. WAT=R, PLASTICSHEETNB, STRAW MULCHING, OR OTHER APPROVED THE STORM WATER SYSTEM. IF THE CONCRETE WASHOUTARFA cAN NOT BE THESE MATERIALS TO THE STORM WATER SYSTEM. MEASURES. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION t ALL BASE ESC (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDIIIONAL MEASURES INCLUDING, BUT NOT LIMITED TO. STREET SWEEPING AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAYED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3.ON-SITE INLET PROTECTION SHALL BE IN­PLACE IMMEDIATELY FOLLO MNG PAVING ACTNmES, 4. TEMPORARY OR PERMANENT SEEDING APPLICATIONS MIDST BE COMPLETED PRIOR TO SEPT 157. S. IN ORDER TO MAINTAIN DUST CONTROL IMMEDIATELY AE -STABILIZE AREAS DISTURBED BY CONTRACTOR'S OPERATIONSOR OTHER ACTIVITIES. USE MATTING AND OTHER DUST CONTROL MEASURES THROUGH DRY PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. &A DEPRESSED AREA SHALL BE PROVIDED FOR A CONCRETE WASHOUT AREA THAT SHALL HAVE A MIN.OF A 8' CRUSHED ROCK LINER. I i—h z 21) h, (CONTOUR INTERVAL: I FOOT) NOTE: THESE EROSION AND SEDIMENT CONTROL PLANS A5SUME "DRY WEATHER" CONSTRUCTION. 'VET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER IST AND MAY IST LEGEND �' MENGINEERS SITE BOUNDARY — - - — - - — TAX LOT LINE 58 SFT. CONTOUR INTERVAL 581 1FT. CONTOUR INTERVAL X SEDIMENT FENCE o�Ilr DRAINAGE FLOW DIRECTION . .0.0 CUNSTRUGRON ENTRANCE Y BID—BAG CHECK DAM PROPOSED CONCRETE Fm: .los Dos SSSS Engineering PROPOSED ASPHALT ® INLET PROTECTION ® CONCRETE WASH OUT �. �. PERIMETER PROTECTION &PJenring """" WATTLES NOTE: THIS PLAN IS A COMPOSITE ORAWING CONTAINING FIELD SURVEYED AND NON—FIELD SURVEYED ITEMS. IT SHOULD BE USED FOR ILLUSTRATION PURPOSES ONLY. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION t ALL BASE ESC (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDIIIONAL MEASURES INCLUDING, BUT NOT LIMITED TO. STREET SWEEPING AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAYED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3.ON-SITE INLET PROTECTION SHALL BE IN­PLACE IMMEDIATELY FOLLO MNG PAVING ACTNmES, 4. TEMPORARY OR PERMANENT SEEDING APPLICATIONS MIDST BE COMPLETED PRIOR TO SEPT 157. S. IN ORDER TO MAINTAIN DUST CONTROL IMMEDIATELY AE -STABILIZE AREAS DISTURBED BY CONTRACTOR'S OPERATIONSOR OTHER ACTIVITIES. USE MATTING AND OTHER DUST CONTROL MEASURES THROUGH DRY PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. &A DEPRESSED AREA SHALL BE PROVIDED FOR A CONCRETE WASHOUT AREA THAT SHALL HAVE A MIN.OF A 8' CRUSHED ROCK LINER. I i—h z 21) h, (CONTOUR INTERVAL: I FOOT) NOTE: THESE EROSION AND SEDIMENT CONTROL PLANS A5SUME "DRY WEATHER" CONSTRUCTION. 'VET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER IST AND MAY IST UTILITY + STREET CONST. �' MENGINEERS 85NAS WFD p ph' "'GRACEL�'IND" a[r `y � NUMBEN4232RGUT T. 1O a 2UI3 As—BUILTS GRADING + STABILIZATION k IEDHillISM$01A401 o�Ilr 6 -LOT SUBDIVISION . .0.0 Y LI�NR• s- PREPARED FOR W4 T Fm: .los Dos SSSS Engineering sw a.wOESON 7410 S PWn AND, DAEC04 97223 SHEET EROSION/SED CONTROL PLAN &PJenring """" M3-108.89,2 WASHINGTON COUNTY OREGON ESC -3 TAX LOTS 1102 wA9VN ym OODNTY TAx W n Q= RENEWAL 6/30/2016 ONSITE CONCRETE WASHOUT STRUCTURE 10 FT STT. ,/'SI O 4 Q SAUDDA.a L �aPGleilrr SIEEE6lG Q EANDRAG �( OR P-AMLVAUENT A A Amo S Fr Q TTP 't 011 MTRA 96E SIDPE DO O O Q SECTION A -A PLAN EXCAVATED WASHOUT 51BLI IRE 10 FIT TIP. g WOAD MANN ST LY B B FASTEW AAOLHD ENITR€ PE38IETEF TRRI TWD STAKES G a FT 4 T>p 1 FT TRP. 5TA1@ "COD ntmE 9FERN0 SECjl{ly a -R PUN WASHOUT STRUCTURE NTH WOOD PLANKS OF s ONSITE CONCRETE WASHOUT STRUCTURE 3 IN 7D PT TW. STEEL WE N EROSION AND SEDIMENTATION CONTROL DETAILS 9rr STAR F -NICE W.TFL.E9 &ONG SLWE CONTOURS. f �1k71.E NOTES: DETAIL LFFAmnc B FABRIC INLET S4fXS. S12E OF FIL=ER B STAPLES C _.. U PER 6ALfl sDALE e _ m7mAw TYPE 5 G7eanWater$ervices 3 FT 9EEMPE�CA61E nip- 9 nrW 4TRAw (TSP•) TIuaID EE PETAL STAVES (7 PER TAE] LLJ R161 SEC710H B -S FENCE P}$TS NOTES: NOTE CAN 1w Two STkCKID GALES 1. SEANHG Sf�=SlriCan9N5. a 14/3' WHEN $TAN[$ ON p(.SIGNCRTTEP.IA $(,1: DIWIE:R f OF CLEM W(ItE OR PARTIALLY EIMAVATED TO SERA" ES ERMON PREVENTION W�SHdJT REACH 3 FT DEPTH S��C����S�►��I� CONSTRUCTION SPECIRCATIDNS 1, LOCATE WASHOUT STRUCTURE A MHkRIM OF DO FEET AWAY FROM OPEN CHANINEL$ STUM DRAM AILSEMS VE MIEASL WERANDS, DUFY•ERO AND WATER COMM$ AND AWAY FROM CGNSTRUOTK)N 11 7. Sim WASHOUT SMCPJK FOR VOLUME PA=5ARr TO CORTNN WASt 1RATER MO Ougg ATR MAIMTAN AT LEAST A LACHES QIF FREERIDARO. TYACJL dWNSiON5 ARE IP FEET X 10 FEET % 3 FEET BEEP. M PREPARE SOL BASE FREECF ROCKS IDR OTHER DEBRIS MAT WAY CAUSE TEARS OR FILTE5 M THE LIN R. FOR LINER. USE 1D MIL OR THICKER UV RE93TANT, IMPERA[ASLE RHDEIFIC FREE CF IIIX.ES AND TEARS OR OTHER DEFECTS THAT COMPkWSE IMPERMEA6uTY CF THE WTEAAL • M%IDE A " FOR THE IIMI9ROUT IN ROSE FROIDwTY TO THE PAOLITY IS. MEP CONCRETE WASHOUT STRUCTURE FUTER TIME.. REPLACE A/ERMEA6LE UUL IF OWAMD (EAG, RIPPED OR RINCIUREOI nipw OR REVD whsNOUT SDLICTIIRE THAT 6 W 7s RERcEmr F. AND NSPOSE cr ACLLMWA.A D 61AIMIAL PRIi'ERLT, DO NOT REUSE PLASTIC LINER. WET-VAGWM STORED LWMDS THAT NAME NOT LVARCR&TED ARA INSPDM OF H AN APPRDvm mums! i PRIOR 10 FOPCOASIEO RAIINSTORMS REMOVE UGUIDS OR MER SIRUMME TO PREVENT DMrFLO*L REMOVE HAREENED SOLIDS, 'WHOLE OR BROKEN O+, FOR UrWUSAL OR RECYCLING. MAMTAIN RUNDFF DIVERe MOR ARCMD OTCAVATEL WA9+IX17 STAWOTURE UNTIL SIRUCTI/E IS REMOVM 2 OF x :OR FURTHER INFORMATION ON CESIGNCWTENA SEE CHAPTER . OF GLUM NATER 5ER110E5 ERDSEN PREVENaDN AND $FOMENT GCFLFRGL "PAW A'AO DE51GNI MANUAL 'MUM TY oemw OF REAMS BrARER REOUIRE3 0 TOE OF SLCPf. PLASTIC SHEETING (STRAY! WATTLES) NOTES: 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED 2. BARRIER REOUIREO ISTOE OF STOCK PILE 3, COVEF6NG MAINTAINED TTGHFLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WFIH A !MAXIMUM 10' GRIP SPACING IN ALL DIRECTIONS. PLASTIC SHEETING ckanwowzs"ices DRAWN7, NO 8113 REMO 12--0F O¢rcemmwm 1.0.... R ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED I } 1 l l • INTERLIXKW 2'k 2' POSTS ANP ATTACH PLAN VIEW NIS USE STITCHED LOOPS EROSION AND SEDIMENTATION CONTROL DETAILS 9rr wcov snaE -NICE W.TFL.E9 &ONG SLWE CONTOURS. f �1k71.E NOTES: From ku �♦aAA. RICE, COCONUT OR EXER-WR - FABRIC INLET S4fXS. S12E OF FIL=ER WATTLES F..: STAGGER _.. JgFNls �I PLANNING AND DESQN I mum_ _ SEunom TYPE 5 G7eanWater$ervices u ¢ SlAn NG �A„NG e' UC r FLOW +r LLJ TIGHTLY ABUT ADAACEWT VAATTLES PLAN VIEW FENCE P}$TS NOTES: FCR RRTHER 1NFOFWIION 1. SEANHG Sf�=SlriCan9N5. a 14/3' WHEN $TAN[$ ON p(.SIGNCRTTEP.IA $(,1: DIWIE:R f OF CLEM W(ItE a At&LnowL STAKES +Aa !E INSIN_Lm W SERA" ES ERMON PREVENTION MALL VINE DK •ATFL%E . CN SICEP SL9PE OR HIMLY EA094E SOLS AHD 9MWENT CONTROL 7.INIANC AND DESIGN MNUAL 2. SPADHG IM ACCORWKI MFM DUAL 940. UPHILL SIDE OF SLAF£. WATTLES ^t .. COMP."ROTI+ SINES OF FILIDR F.r MlreseirnxrlRUNe.r. DRAWING NO, BdD FeAso 12_06 TREMai. R ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED I } 1 l l • INTERLIXKW 2'k 2' POSTS ANP ATTACH PLAN VIEW NIS USE STITCHED LOOPS EROSION AND SEDIMENTATION CONTROL DETAILS S mnrrm8,1 MT BSN IRAw NO: OVER 2". 2' POSTS NOTES: From ku �♦aAA. ON SEE CHAPTER DEMON p�F C�LEM WATER FABRIC INLET S4fXS. S12E OF FIL=ER SERAICCS EROSION PREVENHCN A 7, WIRY BOTTOM OF FILTERD AND SEIIFMEHT CONTROL BY MANUFA=RER. PLANNING AND DESQN I mum_ INLET PROTECTION 6ERRCALLY Fl M REEOw RH9gp CRAOC E TYPE 5 G7eanWater$ervices MAWNG NO. 920 �2_OM 6�e renrllreA[Rr ele.e. g Z. 2• FIR. PINE OR STEEL FENCE P}$TS a. POSTS TO BE WSTALLEC ON UPHILL SIDE OF SLAF£. ^t .. COMP."ROTI+ SINES OF FILIDR F.r TREMai. e. PANEL$ MU$T EE PLA= /� ACCOF� SPAENC ON PRV LE N% I r FILTER FABRIC MATERIAL 36" WADE ROLLS 1 II iI I .T Li 6•MAXIMUM SPACING FOR PURTHER PAMbIAMN ON CMGM CHT+JRIA SEE FRONT VIEW lj ;FI SERVICER 4 O CLEAN WATER aeElSTenON EMI MAB CN MID TWD SEDIMENT CLAIROL PLANNING AND DEStON MANUAL. SMIMENT FENCE iowt,DRAWING N0. 875 FIE'A� Ix -08 E.d..r. AS -BU I LT 10/19/2 15 NOTE: T" REWR FOR DAG REMOVAL—, I PFXR TO USE IN DESIGN CATCH EA5111 GMATE CA -CN SIMS `?`: '- - EfPANERDN fU TRAINT ' •S r r• • TAM PIPE • ' . 2'X2'T(3y AU13DER BLOCKS POLYPROPLERE FILTER SACK (WOVEN) WOVEN POLYPROPLENE SACK EROSION AND SEDIMENTATION CONTROL DETAILS N OTE: MT BSN IRAw NO: 1. RECESSED CURB INLET CATCH BASINS FOR Pu"R HWuPHATlO1 MUST BE 8LDCKED WHEN USING FLIER ON SEE CHAPTER DEMON p�F C�LEM WATER FABRIC INLET S4fXS. S12E OF FIL=ER SERAICCS EROSION PREVENHCN FABRIC INLET SACKS TO HTE DETERMINER AND SEIIFMEHT CONTROL BY MANUFA=RER. PLANNING AND DESQN I mum_ INLET PROTECTION TYPE 5 G7eanWater$ervices MAWNG NO. 920 �2_OM 6�e renrllreA[Rr ele.e. a<� , %. R/AAIOS - 25' MIH. ' /�k.,, ••F• .. cum PR RUN OR 31- e GLug ROLNi OT ,E WIG -ODE RUNFORC4MENT CEGTEICILi; AS WMRED 8' IAN. DE -TM •20' MIN. FOR SINGLE FAMILY AND OUPLFX RESIDENTIAL GRn4FL C STRUGTICN EN TRAm0E CLdt9 RAAW PAVEMENT NDTES; I. THE F]MWCE 9-&L RE MWTAImED IN A CONDMOri THAT WALL PRE%OT TRoq PAC OR FLOWING OF SEDWENE ONTO PUBUC RGM-GF-FAYS. THIS MAY REQUIRE TRP ORESSIN% REPAIR AND/OR CLEAN O.TT OF ANY UEASPJRES US&D TO TRA SEpuEMT. 2. WHEI. NECES&I RV, WHEELS SHALL RE PA FLNED PRIOR TO ENTRYNCE ONTO PURUC RUO -OF- WAY, 3. WHEN VA"IS PEVWKD, IT SHALL 8E DOW +TL AN PTEA 9TA9umD WITH 18RU9HED STORE TRU ORM6 MR -0 IN APPROVE➢ 3EDIWWNT TRAP OR SEDIMENT RASRL i. TIHERE RUNOFF CONTA0W SEDWENT LADEN WATER 6 LLAWAG THE 517E AHA THE 00WFR0!fWN CNTF4kKr S n U MrLCLf.S MILLI. KIMPLEMENTED TO DFJM7 RUMDrr T•IRQW11 AN APPRDYM S. lm O*eNsI _ 20• LONG OW 20• WIDE 8" DEEP OF 2;7 MINUS LLCAN ROCK. 5ffi 8L SD' LONG 61 TH WIDE 3-8' CLEAN ROCK FIDR FURTHER TERLASEE OOMERNING D"SOILIRI' AIRY RLOUIRE OEOTFATILE FABRIC TQ CH PIER OF 43tlA SEE PRES'EM 50<�SOIL PIPe'11G. SERVICUt EROSION! �M F&MTLH ANTSICTE NT TRETEILNON PLAN SEIIR,E7ND DE%GNL PIANHMp MLO UESIAi+ IyWDIL CONSTRUCTION ENTRANCE QeanIkk Seri= Detall 11—Ing 655 PrAsm 12_06 Are eermRreel !.den_ Al RE LASED K AND wE --- Pm SNCO WORK AND W/ ` ly FFIA5ND OR DE3E.vRMEVT I \ ' I FLarr .J_H 3p,. III�IllLI 1 AREA DRAIN CATCH BASIN FLOW f _LOW DITCH INLET PLAN VIEW ISI NOTES: 1 AODIITQNAL NEASURES MUST BE CONSIDERED DEPEADINC ON SOIL 1YRE5. 2, 914-FLTER 9ATi$ SHQQM BE STAYED WHERE APPLICABLE USING (2) 1'.2"WOODEN STAKES d3 APPROVED EOUAL PER BAG. FOR FUER INTOMATION 3, WHEN USRSG 30" Bio- BAGS TO M DENGMCHHEMA 6 PROTCGT A CATCH 9ASIN YOU MUSr CHAPTER A OF CLEAN WATER HAVE 6 DA05 AND THEY SHALL BLE SERMCLS 0OWN PREw<NTICN ENT CDNTRO- OVERLAPPED BY S". rµL Niiu-0D mb. oL� uANU+ INLET PROTECTION TYPE 4 aean41ka 5ely 3 iRAwTNG NO- 9th ROVISD 12-06 �.°mritma�l u d.n. 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