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Home My WebLink AboutCrisp-Davila Partition 3-Parcels i 7 PARTITION _ ENGINEER'S NOTE TO CONTRACTOR: Ct CRISP— DAVILA 1NE E7�RTICL AHI LnCAROI ANY UIUEROEQEO lI7EJTE$OR 57RUC1UIES W SHD�OI OfI PlJV6 AIE OR7Nm BY A SCAROI 0 AVAIART 1 1CarOS 10 nE BEST OF auR HAOwIr) ,TWW ME NO EAROIC OTUJ1ES EIW'T NO W Ef/O'M/oN 11ESE PLANS THE C 1RAC CA IS REOLNED 10 TAJQ aE RCCAURO/MTZ to 14ASUES 10 PROTECT RE MITT LAGS SNOW al HESE ERMINES TIE CCH1RACTOR np PARCELS THIS DESIGN COMPLIES NTH O.R.S. 92.044(7)IN THAT TURNER ASSUI&S ALL LIABUTY AK RESPO I9Bl1TY FEO THE LIMY PPE( COOLATS t 5 A NO U11UTY INFRASTRUCTURE IS DESIGNED TO BE 917HIN CA MIXTURES g+�OR NOT 9Eoa a ncsE DRANK LI % G 1 ONE FOOT OF A SURVEY MONUMENT LOCATION SIGN TY CONTRACTOR AOEIS MAT HE SHALL ASSUME SCLE AND COYPLLIE RESPOIS�ITY Z c4 S ON A SUBgN9NOON OR PARTITION PLAT. NO DESIGN Fi E ABB SI1E CG14110N$Ix/WC TIE CO R5E a calsraucnoa aF IE5 PAO€CT, 4 MODIFICATIONS NOR FINAL FIELD LOCATION CHANGE NpLQIG SAFRY a<A1L{{jt5C SS M)RIOPEATY THAT SThisSTR 9IALL APPLY CONIEAJOIAY W w'� g SHALL BE PERMITTED IF IT WOULD CAUSE ANY WUTY MD 1101 BE MIRE) C AT 1ONAL EpBOC HO TIE MD 114AT CO(TRAC EN SHALL IIId INFRASTRUCTURE TO BE PLACED Y ININ THE PROHIBITED DEEM.INDOAN Y NC HOLD DE OWEA THE Ma EANIEEA HARNESS FRO(MIT All)AL *MA_ DACJET.REAL OE NIECID,IICONFECTION WP1 DE PENCRII MICE 0 Evac ON PIS 1 171 EWEDCEPT FCR LIAA FR JET ARISNG OI NE SOLE NEO 6 E IE IENCE 11E DAMS OE 11E €€^q+ DECREER R E 7 CO(TRACTOR SHALL NJftY ALL CONLYTIONS SAO LIOENSONS AND SHALL REPORT AU. DSCREY/WOES TO 1W EAWEDI ROOT W 11E OO E/OMART CF TFOit 8 `VICINITY MAP 1NOT TO SCALE ® 1 INDEX OF DRAWINGS LOCATION MAP { �/ Lr NOT TO SCALE o, SW G..el A` SW Aw,61 aw A.AerV D� EN W'p�f m �,� _� ,j�\ f e'I SW auRwa l 14opna+ v. aw°i110°i w 1. COVR COVER SHEET&INDEX OF DRAWINGS �• ,4 .� d D. SW a.r..., / SW e,oa.,..R. I4 m"any II i 2. NTS1 TYPICAL SECTION AND CONSTRUCTION NOTES I 2 pw P...d RA l aW hTNn rnry(a �i Stadia),Corn. 6 ~ sw ""'u aaw w,.a. `� 3. XCON EXISTING CONDITIONS&DEMOLITION PLAN �! � 1 N\`�5 $ p �° oSw w.,R+ ^„` full °i4pir m 4. PPLT PRELIMINARY PLAT f 5`- 5 o 4 i M Cs..l 9t ; � t; 5. SITE SRE PLAN i (0 0 a, P ; • ' s 6. GRD1 GRADING&EROSION CONTROL PLAN&EROSION CONTROL DETAILS )4 s' ' I o 3 c • a ,• Ss,ow s, � 6y.d „s .�'�� sw 0A1ARA STal ai # �' SW aw,m ��a 7. GRD2 SITE CROSS-SECTIONS w Roy R ` Dr son 6lnQ H,,,, �On 8. CUP1 COMPOSITE UTILITY PLAN "'{{{ i 1 "' . ' - g aw r. dw o. 4-P-m. i 1 ��3 9. ST01 SW 93RD AVENUE AND PUBLIC STORM LINE'01' PLAN AND PROFILE ♦ l �� 8 a o w 1 q al • t I` 10. STO2 SW EDGEWOOD STREET AND PUBLIC STORM LINE 02'PLAN AND PROFILE w m ' o sk ��• 4o e� �I ,.n�rw.L+rr 11. SGN1 STREET SIGNAGE AND STRIPING PLAN \ AIR �� SW w.lnuL B+ �.:f o e•E,M a, 5 4v,ua, s �0 e� Q""a S 12. LSC1 STREET TREE PLANTING PLAN Iz W aw°"' 4'y]f6BaE -\31e•I ''' 13. DET1 CONSTRUCTION DETAILS o e" - ` �� SITE' s M�lr4. 14. DET2 CONSTRUCTION DETAILS SITE 0 W.., A S 2/ o 'T' �+' 15. DET3 CONSTRUCTION DETAILS A. ,Ew o..re.Et <.� ►► BoniL. moo..M°'`��•n`"^^Dr 16. ELl STREET LIGHTING PLAN Qj >:// i�aW Bull rY E 3 i 1M.Fauw Rdy _< "I.TA Rd aW loam.Rd • Bm.NARa .n' y ��F- } St e . f "°'>n p SW a.,w•at i _< III ) orRea.RI• . I; & : :l I e•'•IEad'a } _low s . a y I Dur nano Rd It A" ! _ Ili f _y Z r a a SW ny,tw i 01P O. Ln t.A ,M.,, I I•J�I—J7 "V o , swMCO014i;DST d S" , g. aw RI W....d In 4 +}! .+' .9 innE — .^ 6w F1tM..0.d�i al e9. ti ~~ rfro 4 N `„ NIA a Ou r o <..R. Q>,� V' I � I c SW WHITE I -LN a J = • ii? s ,/� LI— & SW TYal.l In qo j 4.c....,�� V�� . 0 %,1 v+ O DA,AnV Pj11,9' �i • r siPEUYSSE CT �u �' w x !N•0,M aw R.R.I.,a i < o c'+M.rxu Rlv.rp,ev.CAlle.Rd F� -_-�— _'. Q (Y) LL! 5`H ^ ' TY.IA IIn al SW Nr..w�,ry•G*..dA "{`} I �1`{T I Fi CL O 0 ' 1 € SW N.ld..:a 1\�_ 1r 1 I if I I 1L..71—‘ 0 Ch Z 0 L UTILITY CONTACTS �' BENCH MARK 4 4 m a w X X X POWER PORTLAND GENERAL ELECTRIC GAS NORTHWEST NATURAL GAS COMPANY () CITY OF TI ARD BENCHMARK M257 f A 4950 NW 235TH AVENUE 229 NW 2ND AVENUE HILLSBORO,OREGON 97124 PORTLAND,OR 97209 ' ` A BRASS DISK FOUND Al THE NORTHWEST CORNER OF THE IN OM INTERSECTION OF SW ARA 503844-5335 503-721-2449 v STREET AND SW HILL STREET EMERGENCY:5034847777 EMERGENCY:800.8823377 ELEV-198.88' 1 a a 'ELFPNC:AE FRONTIER COMMUNICATIONS CABLE COMCAST _ a. SITE IMPERVIOUS AREAS RECEIVEJ P.O.BOX]100 14200SWBRIGADOONC0l1RI H BEAVEfTTON,OREGON 97075 BEAVERTON,OR 970p5 sa GI 6 EMERGENCY:800921-8101 EMERGENCY:8069348489 r ' NEW ONSITE RIGHT-OF-WAY(STREETS&WALKS)- 8,797 5:(0.16 AC) FN SS SS SS �'•�'! NEW PRNATE PROPERTY(LOTS)2 A 2,840(CR)- 5,280 SF(0.12 AC) S a ¢ Q FIRE TUALATIN VALLEY FIRE&RFaS IE WATER CITY OF TIGARD �� TOTAL NEW IMPERVIOUS. 12,077 SF(0.28 AOI J U 3 0 2 016 GG�7t 11945 SW 70TH AVENUE 13125 SW HALL BOULEVARD TOTAL SITE AREA A 400E15 SF(0.92 AC: _i TOTAL DISTURBANCE AREA- 30.887 SF(0.70 AC) TIGARD �] p' TIGARD.3-84-8577 97223 TO-63 OR 97223 Lv CITYCr OF !IG/"lF7D 6 SCJ3$49$577 EMERGENCY' EMERGENCY'5036391554 PLANNING/ENGINEEF !°�, o PROJECT TEAM _ 0 LOCATES z DEVELOPER J.T.SMITH COMPANY SURVEYOR SUMMIT �- _— `! ro a 5285 MEADOWS ROAD.SURE 171 12950 SL F E D FOR C O N S T R U C T I 0 I Q 48 HOUR NOTICE REQUIRED PRIOR TO EXCAVATION en c LANE OSYFEGO,OREGON 97035 71GAA�,0 7'' THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF OR S.757.541 TO 757 571 503-730-8820 503-9 84588 CITY 4 F T I G A R D IN LOCATION AND PROTECTION OF UNDERGROUND UTILTII ES.OREGON TAW REQUIRES YOU ]► ,• n JESSE NEMEC �\, �� aT di ran... TO FOLLOW RULES ADOPTED BY THE OREGON IfTTLITV NOTIFICA7KNN CEFrtER.THOSE RULES fi yRIA.p ARE SET FORTH IN OAR 952-001,0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN i �� ENGINEER NW ENGINEERS COPIES OF THE RULES BY CALLING THE CENTER 9+ 7�1v4 j- •� .wan ,3409 NW JOHN OLSEN PLACE Y , r •' -3 2llk- HILLSBORO,OREGON 97124 /31 .:..yj- - L J��+RI �..r 503-601-4401 - I d SW g S7FVE WHITE.PE las �•$fi�tom. IA-. WOK 4/A)•/DIA j (1) s MLP2014-00005 0 0 1 CONSTRUCTION NOTES N c it R/RiftRA/ GENERAL NOTES: GENERAL NOTES(CONT.): WATER SUPPLY: STORM DRAINAGE:(con.) Cr -'-'-•-25.00' 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 SYSIEA1 COST MUST BE ON DEPOSIT 4. ALL TESTING OF STORM SEWER$AND SANITARY SEWERS ARE TO BE IN LU ---------22.50'. I { NECESSARY), OF TIGARD STAMPED APPROVAL ON CONSTRUCTION PLANS. L PROVISIONS OF FEDERAL ANO STATE LAW,THE 71GARD MUNICIPAL VERTICAL ELEVATION AND NORIZO WA LOCATION PR/ORNECESSA TO PRIOR TO BEGINNING CONSTRlCTION ON WATER LINES,AND TO RECEIVE A CITY W CODE,AND THE TERMS OF ANYAGREEM ENT WITH THE CITY OF START OF WORK POTHOLE BEFORE DIGGING IF ACCORDANCE WITH C.WS.REQUIREMENTS. ` TIOAR I 12(00' PERMIT. REGARDING WORK TO BE DONE PERSWNT TO THIS SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF 5. BRAND TOP OF CURB WHERE LATERALS PASS UNDER WITH SD FOR C P�MT• FACILITIES BE NECESSARY,T SHALL BE DONE A7 THE PERMIT 2 THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS STORM AND 5$FOR SANITARY. �F� p fi.00 6.00� 2'CO HOLDERS EXPENSE.CHANGES MUST BE APPROVED BY THE ON THE CONSTRUCTION ME AT ALL TIMES. V g "SHOULDER 0.5' ----5.0' 5 0'-+-� 0.5' Q 2. THE CrtYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL LS CITY IN ADVANCE of WORK PERFORMANCE.CONTRACTOR 1 'MANUAL ON UNPOHM TRAFFIC DEVICES FOR STREETS AND SHALL COORDINATE THE WORK WITH AFFECTED UnLRY 3. ALL WORK SHALL BE IN ACCORDANCE WITH AW WA(AM ERICW WATER WORKS SANITARY SEWER: Z 0. �+ �.E HIGHWAYS',US.OEPT.OF TRANSPORTATION,MWh CURRENT ED. AGENCIES ASSOCIATION)STANDARDS, w �� i�S *r' • -2% 1 ALL SANBART SEWERS ARE TO BE AS INDICATED ON THE PL.NS AND PR'OP0.`�SUEM'Alf(PER � I. 3- TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR 22 A TEMPORARY MARD-SURFACE PATCH{COLD MD(AC OR HOT 4. ALL WORK WILL BE INSPECTED AND APPROVED BY CITY d PROJECT INSPECTOR SHALL BE 1ESIEU IN ACCORDANCE WITH CLEAN WATER SERV CEPSALSIN O N ACCORDANCE WITH A CITY(JOB$PERDANCE WITH THE CITY'S D SPECIFICATION CIFIC)APPROVED O RROADWAYS A MIX BASE „THE)FEND OF EACH WOR BE PLACED ON RK NOIES WITHIN TRENCH,ON 5. ALL PIPE ANO FITTINGS SHALL BE DUCTILE IRON,CEMEMIWED,OF NEW (CES.)N COLOR IDS MEE THE CO RR 0 QUIRE ENTSLATERALS TO TI COT DP 120 M. GREEN IH COLOR AND MEET THE COVER REQUIREMENTS OF SECTION �.GAB PER K \\/\\;\\//\\/\\/Q/\\�\\�\�\\/\\�/ TRAFFIC CONTROL PUN.A COPY OF THE APPROVED TRAFFIC SITE OR OFF-5IIE,SHALL BE LEFT AT ANY TIME IN AN UNSAFE MANUFACTURE AND MADE IN THE USA.PIPE SHALL BE'TYTON'101HT COMTE A 5.06.07 CWS R60 07-20. A DE1AL 125 TIP. •\\\\\\\\\\ \ 3 1/2' AC CONTROL PLAN SHALL BE AVAILABLE AT THE WORN AREA. CONDITION.THE PERMIT HOLDER 6 RESPONSIBLE FOR AND 6 IRON,CLASS 52.ALL FTTTN(TS SHALL BE MLl{MECHANICAL JOINT)UNLESS Ql LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE OTHERWISE SPECIFIED. 2 BRAND TOP OF CURB WHERE LATERALS PASS UNDER WITH'S4'FOR111;i1 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY PROSECUTION OF THE WORKSANRARYMID SD'FOR STORM. TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL 6, COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36'. 2' 3/4'-0- FROM THE CITY ENGINEER.THE PERMIT HOLDER IS RESPONSIBLE 23. WORN PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE BACIIFILL SHALL BE 3/4'-0'GRAVEL ROADS: 7' 2'-0- FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW REPAIR OF DOSING FACILIRES(ROADS,°ETCHES,ETC,)AS MAY SECTION A-A DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD BE NECESSARY,IN THE CITY INSPECTORS OPINION,TO 7, ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36'OF FINISHED GRADE- L MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED POLICE DEPT,TUALATIN FIRE d RESCUE)AND TO TRI-MET AND OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL TIGARD SCHOOL DISTRICT MID OTHER SERVICE PROVIDERS CONVICTION WITH THE WORK AUTHORIZED BY THE PERMIT. BE REPLACED WITH PIT RUN CRUSHED ROCK THE EM1RE SUBGRADE CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS R. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF SHALL BE THOROUGHLY COMPACTED TO A RELATIVE DETSTYOF 95% 5. ADVANCE WARNING Of IMMINENT TRAFFIC DISRUPTION SHALL BE EXPENSE BEARING SURFACE ARE REQUIRED AT EACH TEE CROSS,AND BEND LOCATIONS .- NTS PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF (SEE DETAILS FOR MINIMUM BEARING AREAS), OF T�99.4'ROCI(6 THE MAXIMUM ALLOWABLE SIZE. 0, ..-1 AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE 24. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC 2 WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE W TUTON OF IMPROVEMENTS,INCLUDING ANY REVISION MADE TO THE 9. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A Mix 2'!PT TEE AND 2'!PT x A MAY REQUIRE AN ADDITIONAL ROCK SECTION AND THAT GEOTD(T1LE t CONSTRUCTION IL PREVKS.JS1Y APPROVED CONSTRUCTION PLANS AND,ALSO,ANY 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. FABRIC BE PLACED ON THE SUBGRADE IN THIS EVENT,THE x R/NY f p� IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC CONTRACTOR IS TO CONSULT WITH THE ENGINEER AND WORK TO THE C b 0 y 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL SYSTEM OR FAbILTY,SHALL BE PROVIDED TO THE CITY BY A 10. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ x 6'FIG.(FLANGE)TEE.6'FIG.x MI WRITTEN RECOMMENDATIONS OF THE ENGINEER m 0 m 47.00' TIMES,INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS GATE VALVE,6'MU x MI HOLDING SPOOL,AND A MODERN MUELLER CENTURION ' 40.00' 7 0' AND IF NOT,STALL BE CAUSE FOR WORK STOPPAGE UNTIL CERTIFICATION OF INSTALLATION COMPLIANCE(FORM FIRE HYDRANT,A'442,6'MI,5-1/4'MVO,3-PORT(2-2 ES'NST HOSE CONNECTION, 3, THE CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD FOR INSPECTIONS �10 U ry EFFECTIVE ACCESS IS ESTABUSHED. ATTACHED).IN ADDTION,THE APPLICANT'S AS-BUILT DRAWINGS 1-4 YE'HST PUMPER),1 W PENTAGON OPERATING NUT,OPENING LEVI.COLOR: (1)WHEN THE SUDO RADE IS COMPLETE,(2)24 HOURS PRIOR TO CS UQ R o Q g EXISTING RETAINING SHALL BE TIED TO THE GPS NETWORK.THE APPLICANTS YELLOW;APPROVED EQUAL:MUELLER CENTURION A-423,WATERIOUS PACER w r'Zii VALL 7. TRAFFIC CONTROL DEVICES,FLJIGPERSONS,ETC,SHALL BE IN ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FLE 6790,CLOW MEDALLION. PLACEMEW OF ROCK BASE MATERIAL AND(3124 HOURS DITHER TO ��++II 16.00' 16.00' - 1.0. PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL WITH POINTS FOR EACH STRUCTURE(MANHOLES,CATCH FINAL JlRB FOR AN INSPECTION OF THE WORK AND AT PAVING LL w hh FOR CURB MID GUTTER AND FINAL PRDOf-ROLL PRIOR TO PAVING. Z 7 r a I- OL -�q-p' BE EFFECTIVELY MAINTAINED. BASINS,WATER VALVES,HYDRANTS AND OTHER WATER 1L EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE w M 0 0 Sm TEAR FEATURES)NTH DEVELOPMENT,AND THEIR BLOCK WITH 1%CUBIC YARDS OF CRUSHED 7 'DRAIN ROCK TARPAPER WILL 4, THE ROADWAY MUST BE PROOFROLLED UNDER INSPECTION OFTHE r ?\ 6. PURSUANT TO TIGARD MUNCIPAL CODE SECnON 7.40.180,WORK RESPECTIVE X AND YSTATE PLANE COORDINATES, ,Q,2� 2� CI�/\\ IS PERMITTED BETWEEN THE HOURS Of 7U0 A.M.TO 7:00 P.M. REFERENCED TO HAD 83 1.INCLUDE ACROBAT B E LAID ON TOP Of THE DRAIN ROCK TO SEPARATE THE ROCK FROM Fi1FTTH ENGINEER AND THE CITY OF TIGARD WHEN THE SUBG BADE IS �I �% U � ) I�rr.P� COV� COMPLETE AND WHEN THE TOP ROCK IS1NSTALLED PRIOR TO PAVING. //• - \//\\/ DAILY UNLESS OTHERW6EAUTHORQW BY CITY MANAGER. FILE ANDONE 1t=i7 COPY OF ASN3NRLTSK iJ 4..\�Stil4�' !L-'AP4.-'2'--^''n NY'w 7.72n J� ./Z:7 T!'V j�.:'75 P I--."..:.. '•,..'� •. : -,e/ 12. ALL SANITARY SEWER ONES WITH IN IO FEET LATERALLY OR 3 FEET Y 0 %�l%//%%%%/%%��%/%/%//`//%//%%%%/%/%/%%%/%////�/�///�/i/'%%%'1vry'i4-.�// VERTICALLY 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED FROM),MU( 0 N \\//\\/4/4:4\\//\\//k.,,<f.,,e,t c;.:1\//\\//\ce.I/\\//\.104'.\\//Q�/\\//\\\\,9,p.,\\//\\//\\//\\//\\/!\N,i./4•Vk/\\//\\//\j,C."4Q//Q�\\%��au 9. HOURS OF CONSTRUCION ON COLLECTOR AND ARTERIAL ROADS 25. ASEWER SYSTEM NNTEST AND(V,HS.)TV TEST REPORT AND OF A WATER MOAN SHALL BE ENCASED IN A REINFORCED CONCRETE LAC:KET B' FORMULA AS SPECIFIED BY ODOT SPECIFICATION SECTION 0074E \1.\\\\\\\\O�:\\\ \\\\ //�'Yr,4-e PAC T WILL BE LIMITED 70 9:00 A M.-3:00 P.M.UNLESS AUTHORIZE)BY ONE SET OF BLUEIJNE'AS-BUILTS'(OF EITHER OR BOTH THE THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING.WHERE (MINOR MO7 MDQ,LEVEL III/2'HMAG OR WMAC.COMPACT AC /�6// \\\\\\\\\\\\\'\\\\\` THE CITY ENGINEER.NO WORK WILL BE PERMITTED ON STORM AND SANITARY SEWER SYSTEMS)MAY BE REQUIRED BY CROSSINGS ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M.AND 8:00 THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION DEGREES W DI AT LEAST 18'OF SEPARATION BELOW THE WATER LINE, PAVEMENT TO MINIMUM OR IS I MAX,RIDE TIY PER RICE STANDARD PMETHOD.THE CONTRACTOR 610 PROVIDE THE ENGINEER WITH EXISNNC GROW] 3' 3/4--0' AM.UNLESS AUTHORIZED BY THE CRY ENGINEER. OF ANY BUILDINGS TO THE SEWER SYSTEM. 13. ALL MAINS WITH),STATEPRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCH) CERTIFICATEOTHERWISE OF COMPLIANCE FROM TEE ASPHALT PAVEMENT PLANT 72" 2.-0. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET: 26. THE PERMIT HOLDERS ENGINEUNLESS INDICATED. ER/INSPECTOR SHALL SUBMIT SHALL BETFS7ED AT L50 PSI FOR AMOUR WITHA MAXIMUM LOSS OFSPSI. Z PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. DAILY INSPECTION REPORTS.ON A WEEKLY BASIS,TO THE WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE 6. THE DEVELOPER SHALL INSTALL STREET LIGHTS PER THE INLCUDED 0 CO CITY'S INSPECTOR. PRESSURE ITSIEU AT IS TIMES THE STATIC PRESSURE FOR I HOUR WITH A LIGHTING PUNCO it THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC MAXIMUM LOSS OF 5 Psi. I-, I- CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY 27. THE CITYS INSPECTOR MAY,AT TH DR DISCRETION,REQUIRE °d CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT 14. UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MARS AND EXCAVATION&GRADING: HOLDER,PERMIT WI HOLDERS ENGINEER OR CONTRACTOR TO CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED TH Q A Z Z SECTION B-B 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION POTABLE WATER PRIOR 70 DISINFECTION,FLUSHING VELOCITIES SHALL BE Ai 1 THE CONTRACTOR SHALL DETERMINE OF EQUIPMENT AND (1_ Q Z HOLDER SHALL CONTACT THE CTYS PRIVATE DEVELOPMENT A#QUACY/COMPLUNCE.SUCH TESTS/REPORTS SHALL BE LEAST 2.5 FEET PER SECOND.DISINFECTION SHALL BE IN ACCORDANCE WITH METHOD TO USE TO ACMI EVE REQUIRED COMPACTION.THE INSPECTOR,AL DICKMMN(CELL 971/2557724,OFFICE PROVIDED AT THE PERMIT HOLDERS EXPENSE. AWWA STANDARD C651.92,THE STATE HEALTH DIVISION AND CITY CONTRACTOR SHALL ARRANGE FOR A GEOTECHNICAL ENGINEER TO p 0 503/71B-2463)TO ESTABLISH A PLACE,TIME AND DATE FOR A REQUIREMENTS.THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE TEST AND CERTIFY SOIL COMPACTION.THE CRY Of TIGARD,AND THE J V I-^PRE-CONSTRUCTION MEETING. 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY USED.DISNFECIWG MIXTURE SHALL BE A CHLORINE-WATER SOLUT ON HAVING ENGINEER SHALL RECENT COPIES OF ALL GEOTECHNICJ L INSPECTION 5 0 L LJ (.) SW EDGEWOOD STREET - SECTION EXECUTED REI EAST AND WAVER MI6 WENT TO THE CITY FOR A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER LITER).THE AND TEST REPORTS Q _1 (f) D N15 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE EACH OWNERSM)P DISTURBED BY CONSTRUCTION ACTIVITY CALCIUM/SODIUM,AS DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM Q LU Cr CIR'S INSPECTOR.AL DICKMAN AT(CELL 971/255-7724,OFFICE EVIDENCE Of DLSTURLWICE RESOLUTION AND OWNER HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE 2. PIPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING AND H ' Q '- 503/718-2463)TWENTY-FOUR(24)FOURS PRIOR TO SATISFACTION. WHILE FRESH(POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE BACKFILL REQUIREMENTS OF CWS PER DWG NO.590.BEDDING SHALL Ll. CC CO 0 (/) COMMENCING WORK,TWENTY-FOUR(24)HOURS PRIOR MANY SO THAT THE CHLOR1NEWATER SOLUTION IS Of THE SPECIFIED STRENGTH BE 3/4'0'CRUSHED ROD(,EXCEPT WHERE NATIVE MATERIAL MAY BE Q < (Y) Z STAGE PED MTE SHALL HE RETAINED IN THE PIPELINE LONG USED. E I2- 0 THEMARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE AT ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA TYPICAL RETENTION V (I L) Z I- 0 THE PERMIT HOLDERS EXPENSE. PERIOD 6 24 HOURS.AT THE END OF THE 24-HOUR PERIOD,THE PIPELINE IS TO 3. TRENCH BACKFILL WITHIN THE RRGHT-0FWAY SHALL BE CLEAN, 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L AFTER SATISFACTORY WELL-GRADED 3/4'O'CRUSHED ROC%COMPACTED TO 95%AASHTD THE APPROVED CONSTRUCTION PLAN AND ALL MAENDMENTS 30. THE ENGINEER STATE NOTIFY THE WASHINGTON COUNTY CHLORINATION,FLUSH THE WATER FROM THE LINE UNTIL THE WATER T'99. SHALL BE AVAILABLE AT THE WORK AREA ALL WON(SHALL SURVEYOR WHEN TICE INITIAL ANT)FINAL LIFT OF ASPHALT HAS THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO 6, op o ' CONFORM TO THE PERMIT TERMS,CONDITIONS AND PROVISIONS BEEN PLACED. THE PERMANENT SOURCE OF SUPPLY. 4. ALL AREAS OF FILL THAT WILL BE WITHIN A FUTURE BUILDING ENVELOPEHA liI g R R AND TO THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN SLL BE COMPACTED IN ACCORDANCE WITH THE UBC,CHAPTER 33. 1- P., AMENDMENTS AND TO THE DRYS STANDARDS AND 31 THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, 15. DISPOSE OF THE DISINFECTION WATER IN A APPROVED MANNER DO NOT ALLOW 0 ,FL SPECIFICATIONS AND TO THESE GENERAL CONDITIONS.CHANGES IN WRITING,THE NAMES AND 24 HOUR EMERGENCY DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION 5. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ADJOINING d S p NOTICE TO EXCAVATORS- TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN TELEPHONE NUMBER OF TAD(2)PERSONS WHO HAVE OF OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A PROPERTY FROM EXCAVATION AND FILL ACTIVITIES AND FROM ADVANCE OF WORK PERFORMANCE. ALITHIORETY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION SAFE LEVEL AS MANDATED BY DEQ.AFTER DISPOSAL AND FLUSHING OF THE SEDWENTATION DUE TO RUNOFF.THIS MAYBE ACCOMPLISHED BY THE ATTENTION: OREGON LAW REQUIRES YOU AND.IN GENERAL,WILL BE RESPONSIBLE IN CASE Of ANY DISINFECTION SOLUTON,THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD INSTALLATION OF APPROPRIATE DRAINAGE DITCHES NEAR THE TO FOLLOW RULES ADOPTED BY THE 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE EMERGENCY.TEE PERMIT HOLDER SHALL NOTIFY THE CRY PRIOR TO BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TES IS WILL BE TAKEN PROPERTY BOUNDARIES AND BY KEEPING GRADING ACTIVITIES AT OREGON UTILITY NOTIFICATION CENTER. RESPONSIBILITY OF THE PERMIT HOLDER.THE WORK AREA AND INSPECTOR,IN WRInNG,OF ANY/ALL ASSIGNMENT CHANGES. BYTPW. LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES,AS REQUIRED BY �i' THOSE RULES ARE SET FORTH IN OAR APPROACH ROADS SHALL BE MAINTAINEDINA CLEAN CONDITION, THE UBC CHAPTER 33. v 952-001-0010 THROUGH OAR FREE FROM OBSTRUCTIONS AND HAZARDS A COPY OFTHE 32. THE PERMIT HOLDERSHALL CAUSE HS CONTRACTOR TO 18- WATER MIMES WILL BE INSTALLED BY TPW UPON INDMOUAL REQUEST AND CC 952-001-0090. YOU MAY OBTAIN PERMIT HOLDERS CERTIFICATE Of INSURANCE SHALL BE PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAME AND PAYMENT BY OTHERS(OWNERS).ALL WATER METERS CONNECTED TO AN 6. TRENCHES ARE NOT TO BE LEFT OPEN OVERNIGHT. _ AVAILABLE AlTHE WORK AREA. s COP/ES OF THE RULES BY CALLING THE24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED I CENTER. 'COMPETENT PERSON'OR-ON'RESPONSIBLE FOR CONSTRUCTION ASSEMBLY) OW PREVENTION DEVICE,MINIMUM OF °OVA(DOUBLE CREC(VALVE ENGINEER'S NOTE TO THE CONTRACTOR: 4 Y (NOTE: THE TELEPHONE NUMBER FOR 16- THE SPREADING OF MUD OR DEBRIS DR STORAGE OF MATERIALS SAFETY AS PER OR-06HLA,CHAP.437,DN.3 CONSTRUCTION, ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF THE WATER METER.IN P� THE OREGON UTIPTY NOTIFICATION OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY 6 SUB-DIVISION P-EXCAVATIONS,THE CONTRACTOR STALL ADDITION,EVERY METER FOR COMMERCIAL,MUl7T-FAMILY,INDUSTRIAL,AND �.r fu STRICTLY PROHIBITED AND VIOLATOR SHALL BE CAUSE FOR NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT INSTTTUT VIAL SERVICE,REGARDLESS OF SIZE.SHALL HAVE THE PROPER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILGE9 OR kC 2 a CENTER IS 503-232-1987). IMMEDIATE CANCELLATION OF THE PERMET.THE CITY MAY AT ANY CHANGES. OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A()OVA STRUCTURES SHOWN ON THESE PUNS ARE OBTAINED BY A SEARCH OF E 25 g g 3 TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO INSTALLED ON THE PROPERTY SIDE OF THE METER.THE BACKROW PREVENTION AVAILABLE RECORDS.TOTHE BEST OF OUR KNOWLEDGE,THERE ARE NO POTENTIAL UNDERGROUND FACILITY OWNERS ACCOMPLISH CLEAN UP. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER,WITH THE RESULTS COSTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.THE y EFFECTIVE PROVIDE FOR PROPER RIGHT-Of-ENTRY AND/OR EASEMENTS FORWARDED TO TPW WATER DIVISION,BEFORE WATER SERVICES CAN BEGIN. CONTRACTOR 6 REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY ITT Digs Safely. 17 DEVICES MUST BE INSTON ALLED AND MAINT IS AINED ED MEETING EROSION ESL PRIOR TO STARTING WORK.PROPERLY EXECUTED EASEMEENNTS,OSHALL BE F-ENTRY OR PROVIDED TO 17. UPON COMPLETON OF INSTALLATION OF THE WATER SYSTEM,THE CONTRACTOR THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY RES TO PROTECT THE Lmurr LINES SHOWN ON THESE DRAWINGS. 'i CV m a O o e CLEAN WATER SERVICES()AND D.EQ.REQUIREMENTS.THE CTY THE CITY.THE CRY SHALL W NO WAY BE CONSTRUED TO BE OR OWNER SHALL ADVISE CITY PRIVATE DEVELOPMENT ENGINEER GREG BERRY FOR THE UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN CBS the OIegDD One-Call CefIeW MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR (gegOUgard.or.goY)OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ON THESE DRAWINGS. DIAL g)) or 1-800-332-2344 WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. ADDED 10%FOR TRW INSPECTIONS,WATER LOSS,OVERHEAD,ADMINISTRATION, w R E 3 SAMPLING,ETC.AND"FOR ENGINEERING REVIEW,INCLUDING'AS-BUSTS' THE CONTRACTOR AGREES THAT ME SHALL ASSUME SOLE AND COMPLETE CIT 18. PROPERTY DISTURBED BY CONSTRUCTION ACTRITY SHALL BE 34. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SWILL DRAWINGS,UPDATING MASTER MAP,INTERSECTION MAPS,ETC RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF m EMERGENCY TELEPHONE NUMBERS SEEDED WITH A STANDARD GRASS MIX;SHRUBS,ROWERS, CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE CONSTRUCTION Of THE PROJECT,INCLUDING SAFETY OF ALL PERSONS AND 0 L O 0 BARKO(ST,EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES, VIDEO INSPECTION Of ALL NEW SEWER LINES. THE PERMIT OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA 6 PROIHSBITED. PROPERTY;THAT THIS SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED , ETC.SHALL BE REESTABLISHED,REINSTALLED OR REPLACED, HOLDER SHALL PROVIDE THE CRY WITH 30 DAYS OF INOTICE TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND, NW NATURAL GAS WITH LIKE KIND AND MATERIAL FOR THE VIDEO INSPECTION ANY DEFICIENCIES SHALL BE INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ,�\.+rfy1 I dt Y-F Tom-6(xn 50.3-226-4211 EXL431 J REPAIRED BEFORE PLACEMENT Of FINAL AFT. STORM DRAINAGE: ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE Y �I�GN Lid I AFTER HOURS 503-226-4211 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL PERFORMANCE OF WORK ON IRIS PROJECT,EXCEPT FOR NUBILITY ARISING •• fOYadLPE p{ 503_464-7777 BE CONTROLLED WTTtlN THE YARN.SITE AND SHALL E SO 35. (PRIVATE SYSTEMS)THE DEVELOPER SHALT MAINTAIN THE L THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER - V f ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY WAER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK PLANS.ALL CHANGES NEED TO BE APPROVED BY THE CITY PRIOR TO '�j' �u CENTIJRYUHK 1-800-573-1311 AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPALA HED.THE AND SHALL PERFORM ALL SCHEDULED MAINTENANCE 70 CWS.IF NEEDED,THE CITY WILL SEND TO CWS FOR APPROVAL CONTRACTOR SHALL VERIFY ALL CONDITIONS,DEPTHS,LOCATIONS AND °O°I �.A CITY BUREAU OF MAINTENANCE 503-823-1700 CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE ASSURE PROPER FUNCTIONING OF THE FACILITY. DIMENSIONS OF EXISTING UTILInES AND SHALL REPORT ALL DISCREPANCIES �. q•'N' \W CITY WATER 503-823-4874 OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORE(. jF VE7tIZON 1-600-483-1000 2L1, OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BITER PROFILE SHEETS MID SHALL BE TESTED IN ACCORDANCE WITH CWS. u-� OREGON UTILITY NOTIFICATION CENTER SAO RULES ARESET STANDARD SPECIFICATIONS.(Rd0.07-20} IOE7(LL E/Sp/10fE FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED.LATERALS TO BE 1-) (fl s COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY WHITE IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION CALUNG 503-248-1987.IF WO HAVE ANY QUESTIONS ABOUT THE 5.0d07 CWS RAO 07.20. LL RULES,CONTACT THE CENTERSHALL NOTE:DAMAGE 70 UTILITIES PS BE CORRECTED AT THE PERMIT EXPENSE. _ MLP 014-00005 Z THN 0 • TpX T �� T 4 00 SURVEY LEGEND- EXISTING FEATURES EXISTING TREE DESC. GENERAL NOTES; tO TAX L•O 40 10 `"Oj 4v�' ROCK WALL NUMSURVEY POINT 1.BENCHMARK INFORMATION.OTT C'TKiARa m+n 4 frf1 der 1 I` FENCE A BRAS DISK FOL ND AT THE NORTWEST CORNER OE RE PRFRRECTION OF SW CANNA BT AM SW UEL ST, W M NOR CONTOUR 1r589 -EVAT%X'/IOD-0S la MAJOR CONTOUR SPIT 6/8;595, BASE MAP OF THE SUBJECT PROPERTY `L l a.THE PURPOSE OF THIS SURNEY WAS TO PROVIDE A TONORARNC - I O. _ "-_ - - - - WEARY SEWER OE ATREEI TRl1N( TREE TIb f0/i A PROPOSED PARTITKIN.R SHOULD BE NOTED THAT TNB SURVEY 18AUJM/4ATION OF DATA GIITAFEL C !'� ,BT2E{gl NUMSEA FROM BURTCN EINGNEERLNO AND SURVEYING.SAD DATA WAS PROVIDED TO US BY THE CLIENT AND a S—IS 'O•�JE P�5II --{M-� t �"1-p- o,-..-p,� i _ - STORM ORArI LNE ,DEB APPEARS TO HAVE BEEN 6LIRVEYpD N MPROJOr.MTE1Y MARCH OF 2015.BI/MMR 1 L2TT SURVEYORS g USED c cy a�aia�-q�L �I a U / \` -�W/�� 1�pi-- GAS U E SAD DATA AT THE REQUEST OF THE OUEM TO PROVIDE A COMPLETE 01511NO OOFORgNS MAP,AND ■ ! aiR a M�- �� • ~�- WATER LIRE OBCIDIO.m TTOEE EVERY ATTEMPT WAS MADE TO PRC.AOE AN AOCURATE MAP.HOWEVER,SUMMIT LAND SURVEYORS MAKES ��`—RJR R-'i--^a i-�� OT� OVERHEAD UTILITIES LANE NO CLAMP AFU AACEPTS NO LIABILITY FOR INFORMATKN TARZN FROM SA0 BURTON SURVEY AS TO ii ``-f` wn _ R�i��i� ACCURACY OR COMPS.ETENFBB.A TITLE REPORT WAS NOT PROVIDED FM THE SUBJECT PROPERTY NCR 'K SW EDG R�/� ST + _ "5—a�i_ LM)EISOROUND UTIUTES UNE EVERGREEN TREE ANY MIu'FM PROPERTIES,T/EUiS UR EASEMENTS AS T]EY MAY MST.HAVE NOT BEEN MANED ' - - ) r O --- �I • —�x_- �V1010,P:220.57OOI.IMUFM.AT10N6 UfE HEREON ■ ` _`7L/- Y.y I Al AI-DER TREE DATaI BASTH - 4- .- --N. �A/ Si I0'WIP.224.64' ELECTRIC UNTIE Al' APPLE TREE x I�-. _�.' f FIRE pEPARTMSNT CONNECTION AV A{EORVRAE S.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED THE FIELD SURVEYFI)L KOEMI TEO B ANp p _ TE. e- rA '' rYar \x\1p�P YY�TT AS ASPEN TRE1: EXI APPU OMWPpB.TIE SURVEYOR MAKES NOlGUARANTEE THAT THE UNDERGROUND IJTLLITIE6 SHOWN ■ I RW 10•E OI/�[, I20.54' �•��'�� ` �� iti •M FE3E HY0R4Jf A6N ASH TREE ODNIPRIEEALL BU(]/IITILfT1E61N THE AREA.EITHER NB$IVIEE OR ABANDONED. Si/MP.216'BD' O E)asT.Ic ROCK'______ - ��11 Vb AR RETFjyE B BiiCY17REF IICTA,naEc MALL 1 PBJ I./l. ..` � O - ® WATER MANHOLE OE BOSH CATCH BASW I TEE 10.TAOMI•■ALL ILA CE PERCEDAR THE WATER BIpWOFF CH CHESTNUT TREE CIA UET0-4W TREE RDA A2JQ20' PVC TO PUP �- ■ WATER METEILSERMCE CO COTTON190O TREE 10'PL E EE(F1�22aS1' (PER alY OF TIGARD 1 INWATER VAULT DE DECIDUOUS TREE 10VC JT(sr220.2S i FELL)INSPECTORS) 1 # !RR/GAMIN$ 0.9U00 PRfNHEAD 0. DR IP E •P DEMOLITION NOTES: SurP.22a 33' 1 ESSTRO 1 __ CULVERT/IXITFAIL MARES EDGE OE SOIREE PLANTER __1 STORM DRAW L1M ELM TREE MANHOLE EV EVERGREEN TREE O EXISTING TREES ALREADY REMOVED. .41 \ I :: CATCH BASIN/AREA DRAINFB FILBERT TREEd .-I FT FM TREE m BVJTARYSEWER MANIOIE O REMOVE EXISTING GRAVEL. 0 UTIL.TYMANHOLE GRAPES GRAPES OW GUM TREE / ‘.D� • ImLmcI.EANOJT NA HAYVDIO.OHETREE O REMOVE EXISTING FENCE. p 01 1 Q` TG • UTILITY VALVE HEDGE HEDE+IOESCRYPr.Q' 3/7 aO .�•'ej O ® UTILITYVAIA_T HE HEMLOCK TREE 0 REMOVE PART OF EXISTING WALL FOR SIDEWALK AND TREE GRADE TO •• cr cr Ix Eldsrnc 1�� ® UTUTYPEDEBTAL LA LwRELTRtE PROPOSED ELEVATION. c o O LO LOCUST TREE Q y g H ouSE DL UTILITY MD AUDROHE TREE SO EXISTING STRUCTURE TO REMAIN AS STREET IS BUILT. THE STRUCTURE ' N MAPLE TREE TO ASP/1A17�'Rl1FMAY -0 UTILITY W T+fAIAF� LT WOE IA UTILITYpw N PCLE or r TREEAND CONCRETE PAD VALL B£ DEMOLISHED AND REMOVED TO BUILD = F ' �J UTILITY/LENT POLE OA F NE TREE TREE SIDEWALK. ,,, Dui m p 0 PLUM PUJM , i �0 MO / 1 � )--( PROTETREE CT EXISTING MAILBOXES. 2 cv R POLE rY'C LIGHT POLE WTTHI ARM RE REDWOOD TREE TO POP PoPLAR TREE 'D ~ ~ SRFIUCE TREE RFyAu 4 0ROUNDLENT(ANOBCAPR r�REEa• TREE 0 PROTECT EXISTING POWER POLE. CONCRETE ■ LIGHT SIGNAL.ATNCTOHI BCX WN WALNJT TREE LL ,D to PAT10 I D JUNCTION RCM Wl WILLOW TREE N ry O PROTECT EXISTING MAILBOXES AND RELOCATE PER USPS REGULATIONS. X ( B ELECTRIC METER/SERVICE +XT XT X�-X i — 1eJ �� PEDESTALO PROTECT EXISTING WATER METER. IV } .1 DaSREAG rOOD FaICE/ ;a O_ECRSC VAULT t ; co TELEPIOF•IE MANHOLE 0REMOVE EXISTING ASPHALT TO CLOSE ACCESS TO SW 93RD AVENUE FOR Z C/) ® CU.IMVNDATONSPEDEsrAL El cGFAMLI.+DAnon6vuAr PARCELI. 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GROSS AREA Z m -—�_�_� 40,946 SQ FT. = 0.94 ACRES s c 1 �o • -�_s_� ROW DEDICATION AREA W p ` — _ N 9,007 SQ FT. il-:air — __ SL7'11'JA E . d g tgsn' NET AREA ly, 1s 31,939 SQ FT.= 0.73 ACRE ----------- BSI 98' ! " 1 II suEwux us>�r ' I ' I I I Ir ' i I 1 a 1 1 I d ."i PARCEL 1 i 1 g cD 9,617 SF ; ; 12' 1 1 ti ¢ PRIVATE 1 I I o SANITARY , ` w � h WATER L § 1 m ,.� tJ I F EASEMENT i ; i 22wmto E BENEFIT PARCELS 2 & J i I — — — 98 ' i ROW o t — — — j----�-- DEDICATION ILL y I 1 I 1 , 1 1 I 1 . I I , r z PARCEL 2 ,r i o 8,669 SF PRIVATE SANITARY I I Q V 13 WATER ` i F- r' EASEMENT ' I i yt a LL TO BENEFIT 1 I to f } PARCEL 3 PIB�E 1j /� ram/ ' I I bo I i I �¢ ; z Y� .04 CO ¢ m w •- -- -- -- - 98, J1' I , A U M z d co f I 1 I I .; TEMPORARY 31' — 1EASEMENT E 0 0 1 ' 25' �'b, ; I ROW ug a & e I DEDICATION 1 1 i 2 - PARCEL 3 j 4 i i im 13,654 SF ` Cr g § g ' bI1 1 ^1 ill .1cvrnvinlot. �' o 0 g 6 E m a i 4 c, N 1 t t 8' PUE ` ; 7 4D ' 1 d 98 ; tv. .I' �� '9i NZf7'JO'1011 1227E I >o ,o a u. ' IQcsIL 1/30/n11� t tm�. � - g IIa,7 Iw,1. MLP2014-00005 a O TAX LOT SEE SHEET 2 FOR 200 ROAD Wc'a" TAX LOT N — -- -- --_-�- _ 404 TAX LOT STOP SIGN LOCATION W -�-- (INSTALL 4•PVC SLEEVE Mill. CROSSWALK i0 M1N. - Li ' 400 i �... PERMAr1EN'SIGN NSTAUATIOM) STRIMNC �` `i-'L `-�_-_-_-----`--_�i_—___ 1 /I I> I PC/PT 6'0.A55•C AC -rii- S'CUB."C AC I ---• - .`_ _ UNCUT PA1TEl NT PER---`----,__-,-`,,__ a- I• ON0"GF 3/4"� C .-___-__= _- y �•_-.1._ - �. • -,••^-� Cm OE MARD 1E2 CN SIEEE 10EfNL..-•- aJR srocRBA Rt. ,, 4,40:& y �—2x sOPC i0 5'TREAu p C g ' n=n=,t=nt a ,� Q /�' I'►►GEIIOOD ST.~I I o— —`�"_---------�� TTTUIP,ATED ooRE ._.// coMPAci sTERII,�suemADe • �__ta D C:�-....._,-- .„ ---T N._--- __ t I LLTIL / `FABRIC --`---------------`------ s�wR� �- —- I - AIAlN7ENANC£ ACCESS ■ SQ . a �� +„` e • e 6I 4" ExPANSION T.' .✓... .. i _ . _________ • • • • P 1 ) p MMHG RETA,NNG WALL(TT?) _illv -'4 • I i - i • • O JG� 1 Pc/1'T iS ...EI •00011I-\■ 4"OF PLC. DN 44.4 J/4•-0 Sr IMN ( RAW'TEXTURE /'`�\ I IL 1'1 II � PATTDN OCTAL PLC �I( f .�. -71t 10PE TO STREET ALIA ftALR PQt alY p TIGARO I ao -ep 6 DETAL 1{I ON SKIT S �^ {+- I` l a I �. I 4• �6-� 4•A.C. a C , _ RUSH ` \� Q AMC F 3 I ' -i1=��1i PEDESTRIAN PATH OR BIKEWAY ti o !PARCEL t! Bla .M s„_ 1r1rE E%'SONG 1 11*.4 ,� 7 PAVEAfENT 4•P.C.CONCRETE IJ n��_'�_'d°�8o° � NOTES o NOOSE i 1 J1111.1" � WID'(�{ 2'3/4'-0•ACC. BASFROCK _ sb.°ocnc.PcYi f/I p o 0 1 CONOiLTE STALL BE 3000 P,SJ,AT 28 DAYS,6 SACK MIY,SLUMP RANGE OF 1 1/2- J' E} (V RETRAIN I ; ' NO'ti2 SECTION A—A 2. CONCRETE PANELS SHALL BE SQUARE,3/4"DEEP SCRIBES AT JOINTS 6 FEET APART. ' .-I 1- wnn/,-mill Eta:,ON 4 SILTS AND HAVE A UONT BROW FINIDI. E%.STING 1- CONCRETE SHALL ATTAIN A MINIMUM COMPRCSSIVE STRENGTH OF 3000 P.SJ N 28 DAYS Z f - < r IL GARA E 2- CONTRACTION JOINTS SHALL BE SCRIBED 3/4•DEEP AND RAMP PANELS SHALL BC BE 3- FABR.10 BE A'A'OVE1+GEOTE,71lE(AMOCO 2006)OR APPROVED EQUAL W W [r'Ij a TO EDGED ON 1 SIDES. po �x( 3. EXPANSION JOINTS SHALL BE 1/2"ASPHAL'NEDRECNAICD MATERIAL OR EOJAL 4. Cd2PAC7 APED S7FRAl2E SUBORAOC. (V u7 Q Q kEMA1N 4 I 4. SURFACE SHALL HAVE A MEDIA BROOM FINISH NTH TROWIED EDGES ON ALL 9DES.. 'n ~ ~ U 1 COLOR OF DOME ARCH SHALL BE COIOMAL RED OR AS APPROVED BY ENONEEI1 ¢ *2 V• 41! 6. SEErp!51D DETAIL N0. 14I O 12' • AM ilia? ) �a444o, POOP�FIbL' 1O tw IANMw A VOL II. "`"" rn .�.�.,+., ••� WHEELCHAIR RAMP oo n A �°' YAMnwocc AC= OR wa w. k WATER11,:: STET 2 FORgm �, STANDAM CORNER 128 ►A E ""`•� P E1WM/bll�PATT1 TO BENEFIT f p aIRB PER CETY CF 11GARD �I ~` O OETNL 126 CH SIEET a �� if2•RIDE 9EaRDER SW EDGENIOOD ST. a PARCEL 2 I CURB RETURN NO. 1 DATA a¢ TAX LOT DRIVEWAYS TO BE BUILT PER CURVE DATA STREET STATION $' Oj alY OF TIGARD DUAL 141 CH Iiii or P.C. = N co. 2000 SIfET 13 MTN HONES I �/ 1 ,.\ 1 1+15.20, 16.00' RT. (\ cba Q w Z PP_I k L = 89-13-08 SW EDGEWOOD ST. �, yy- C] U g TAX LOT ! << J TAX LOT R = 28.00' P.T. _ `' CL co� 1900 ` ` ,! 1800 r = 27.62' 0+43.52, 6.00' RT. ::-I--- 1, ZIa 4C ¢ m w I E � _ _ L = 43.60' SW 93RD AVE. .) p 2 O O r-' o Il f 4 Ca C+7 z cn x PT 0+43,52 229.36 41-1-1111 ',1 ' \ C.B. 228.99 L3 ` m m m F.,,,., ti aD O CURB RETURN t 8__�_ SCALE: 1'=20' TOP OF CURB ELEV. I `,TEMPOR FIRE MY TURN QAROUNIq ACCESS EASEMENT gill) � ► I iD ' - PAVEMENT 1 MAJOR SHEET CHANGES Cr 111 z aJRB PER art aF ncARD DETAIL 126 CH SHEET a /Lib j�� CC, kk .k / ', 90E1TNJ(S 7D BE CCETSTTTUCTED '� 8 73 3 PARCEL 3 R AIf STREET BARRCADE NTH MTNHpIF(.'OF6TRUCTION. I ROAD END SIGN ATTACHED AT IDR' TEI�ORMr A AC PER Yary END OF SW 9 DETAIL SIJ MARE/MINI 'Fri 192 SHEET 13.TO RE1101ED .1 cv m c In co r *' OF CHLY MIEN ROM FULLY NOTES; 20 ON SHEET 13; ; A CCHNECTED MO BUILT. 0�II i N . O DRIVEWAYS CC BE BOLT MEN NEW RICHES Z 3 I PY�p�fi + CONSTRUCTED.LOCATION OF OF0VES TO BE L7 GII I V , DETEEB,.NHW TEEN. V� �O M NEW SIDEWALK ID EXTLIN I /��' 2. STRELT TREES FOR PARCELS 2 A 3 ID BE 0 cc l E NOTICE OF DE090N PER` 1 ff O INSTALLED NTH HONE CONSIRUCT,CIL s NLP2014-OWO5 i• �� O ��SS /,•yT GRADING OF EACH PARCEL YUL BE DONE , ed 1 /r DURING EACH HOW CONSTRUCTIRI BASED t ON DE9GH. UMW J a I / D �. V 9✓ PLACE SIDEWALK BARICADE AT _ _ lI mem `I �� ARY END OF 0(TNLtJ( -- z PER CITY i.nGARO DEDAL 192 J, J 1A TO[E RENOYED OELY 1 ROAD FLY CONNECTED >o a s ...porn. MID BUTT. TAX LOT WPM I 1 Inch • 90 n. w A 2100 TAX LOT / 1.1T SCALE: , _40 IL F_ 1} w 2200 �� f MLP2014 00005 En O EI: --ss�ss---n r_�----c .-4f(ll CMS DET 5.MS " s 2.2Rp �o':o�--m�o„_....c.—mow., `� — -,.PACE(TYP.) o ss m� _c�c:c—mac: w— W NAE OOT STRUMITE CTURE METE CONCRETE Cl) VL r ss=a_ _ c�c�—, WASHOUT STRUCTURE a A MON�� - - ,-- _ �� ? _ r ice.OM NO•111 W EDG= OOD - s 'YS n o�/0�/0 T7 ifeenal lll..o....a.. 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HO'.15E I 1 I I 7 , •ca ms+.MOOR a.morn a+s.esm. i.rrur,r wonw u ya svw i¢a.m N I RE.„,„ TO I l� I n IMO wa eUw � a ga WMAOIME wr4.a Wym RL 1 MAQ MOUND.R et SIO MCr� im nr.teQee i.'M,.eD 4 i pRY�"ie'1.4'� rnLL� 1.CPw�C iYMIrR9 TPIR,w RIC a ,1 • IY+Y 1..wIMM[plpr ln[WO.m.O 0!Q w Mtlip..wp i1rOi A M WO WA)bG!M 15�M eVi1 1411t 1 ^�.,v...�y.r..• I I �J CADNe�eranamLA.nt e.im�:i�a�.'e"".mi.MtlORwn...w.err O°v wvw in cm er oic rn.MM.. 1 o.oe:Name oe.•m moon Imam w.~am a oauExsnvG I ` • ! I u� b 0 t1 eNsm co 0O O a f a�uNx��l I 1 'Sp PLASTIC SHEETING C1r:�tVsw;m p O cc. TE r.m, 1 I 1 Z in P4 TO 1 I I ORAWM e43,e N O ^ % N el 1I i 1 I _ w ti I �� II IN. u) Lit�es vmoo ! PARCEL 2 +. �I L� I ,,� '"f .-''°•. t aw saa musm .� .� E co I AREA CLEAR FROM • I 11 TAX LOT I i x*.: I I COIRACTED ROOS DESIGNED f PPr �D: ,�'-::%... .:.:. os`� E°a o+T HOLD WIDGHT a< I 1900 I )1 --ii' •x. :,•::o�'_. .1.1 i A �0......,..Odo.Y.W.m,e, .r. TEMPORARY STRUCTURES I 1 �'I ,� 7 I e..e-e.. t` mAD moor r�< < ��<� j •III I j + a Mx No N.....N..o e..m,M.. r sn,occ.aNrs ..mu-- O II- 4 PORTA-P617Y AND$Q(p�A I ace r.r-ran NOTES. 7 O 1 < ,AREA x j I = I ...e N. r n ~ 1�<iri< r<< •c�r'�K •c�c I I— I 233 ,C.C1 Pars 0~C $ O • 1• ► f Y; Nogg a o 1 ' PER Der. f-a PS PAGE 5ROFII E w,,.Nbm•r " ► �� — in CC 0 NOTES 17 v �!�� ^ Nw.sw N.•cy as mno Nm:.a�'..COMM." N.."`...e a�. , `r nme r.nac r.tnr.� '-'1..- .w.ron...m...m Q —I Z t AAA/\/\/\/ \�' f 'wm.ra+«4esoa'o"`aa.'w""o`nr�""o.�iu fi w� x' �¢31 x .os=ous I-- Q W O I PAi�IC FOR N /\i . A ae .m., .�. .� l~s`_- a n� a M aFDANA/k uo NIGHT TIME PARKING Cr t ^ 1Ill ii r 'I"I— o. a,✓i`riir,_la2:riri r � a Q \ EQlID0.4J1TCCOASTRUCTICN 14f0.E5 AND 1 .e le m r,-.r a..ewe.. a SW..�.v.e u v w�+oma, ,.. d' d W co ClIto ITRON Ca �f comet �w�\/ \V�r V\yVY"�� "-1—�, ��j torree� MAX( a.�:�. '° w� .ma-' _ .,..r.Cre Weer ram.... U Cr) Z t9 �J/AQ `yr'�l/ + re OSOMPO COMM FRONT VIEW ,o .�� _ =hen Meth War. 1 31 N ' - I r\ CONSTRUCTION ENTRANCE .� o m J yj I 1 ,j „d,„+w n, ��. r.F 4`'0� SEDIMENT FENCE C�anwS�r Smices WATTLES C�,W�w> Smioa R FZ R rs NR...c Na v, ! I ALL STRAW TrATTLES AROUND 11 - MFQI SfTE INACTIVE FOR f PFT�ETER OF STOCKPILE NO STAMM r. THREE CONSECTIIE DAYS r AREAS,PER CMS DEAL TWO THIS PACE 1 I ,,,.: GRADING do EROSON CONTROL LEGEND NTH Rc DURING vER CAS 'COMER :`.'/► I -- .- DETAL En O,DNS PAGE. I q ��.♦�,♦•4 10 1 I .j, 1 ►��0.♦4` .. 4,' 1 1 it1 t.r ��I. , --` teo °°Sr"G mNrouR PROPOSED DOHTOIIR _ 'ayr.. v:&��` I1~�I •' � '' r' —o--o—o— PROPOSED CONSTRUCTION FENCE g /!/ . ,� _ 4'D Aso AREA I RA N :' _ '` RDac ooNsmucDDN DTTRNtcE 3 aGA r7.S1i -PARCEL 3 1 I - " AT PRER BAG SEDIMENT STARRIER / 111 I p., + AT PROPOSED CATCH BASKS .ti N to a ur ro INSTALL CCHSTRUMON • DUALFENCING CAS ACE I I 1 Inch. DO h11. . 10 re r.- I[ I Z 3 ! I • .^3 N tlnT SCALE: t it OTa MET_ PTAR tun a4 m a — I • _ a gE T' I hc. t • • X. �•' - ' Ntd SIAM]:No rwo °i us. : .� e I Il • / 1 0w.io�rau iw rw 'tip� i I O7 'w®N r sa m n TAX LOT j . wa a a. . a N� ox aaar 1o>tc,•u.a wrN mar ws. muµ Q, 2200 1 K.SKI wr.m[.S.M.I.w "7`rr'rY I o.rra.rrrn e,r• �»e oua...,� ,- Si g I MET PROTECTION TYPE. OemrWaa Sevier 10�A=� F N-1 CD M LP2014-00005 C7 `i./ o • i \ TAX LOT I r �-_-_ -- - ----- - -- _ — • ��CWII 1900 1!S—I� � ---� r--- __ W_ _ 1,1 i li J T cPir + �� I 0 : A — lPARCEL 1 1 :P'r e `�' I� �+ �/! I + Zet 6.4 I +� ill`�_ _� e o c W4,___ :4- ra ■ Lam` G0+00IIl+ I �`'� I .a Q CJJI �t EI7 I 9 _�'N' p 1+38 1 0. laL_ I I1 C� Q I+ U ® I gg�� i1 plAIn- j I ix1 � � � 11PARClL 3 i`�"� �i Ill) aI 11 Q _ —ram � ? - - -cl--s`t't _. . /lllllll.r 0; 1 SECTION B-B PLAN - HORIZONTAL SCALE: I.. 20 SECTION A-A PLAN 11417 SCALE: 1 inch_40 ft. Li II HORIZONTAL SCALE: I.--if g fliJ 1107 SCASCALE: I Inch-40i d w g ii w 240- w f 8 t.R ~O p I'' PROPOSED S10ETIAU(NTH 1 REB VI RIR60Rm1DI7 .0. t PROPOSED TURNAROUND ,- II z E0S11HC GROUND " I Ili O I Qi _ ----- I 1 E1051fNG GROUND I PROPOSED NEWARO(1NE1,USE - J / \ II 93ROPANO MCD4T SiRU 044. AS JJJ Q NI SW 95RD AYE.SECTION. 0 W W I I 10. L O 6 I 230 UCr) Z 5 co.) I8g 8 a IX :° :: sn Sn Er j ad is 1$ kl V R l R sit g . r . g , t ell d;/ q Elli i 2 CC CY IT I tCJP r r O O o n o O ** e� i.j Ot00 1+00 2+00 00 1+00 1 +0 SECTION B-B PROFILE r�V g SECTION A-A PROFILE _ HORIZONTAL SCALE: 1 -20' ueRTICAL SCALE: I'- 2• """III►►► a� HORIZONTAL SCALE: I..20' KRI1CAL SCALE: I.- 2 CV CO E cc M LP2014-00005 0 ~ o TAX LOT TAX LOT --- —__�__ 200 404 TAX LOT r �__� 40O (n _ SANITARY LATERAL TABLECC _ DRAINAGE BLOC/LOUT FrJ5A1 SAMCUT PAVEMENT FOR UTILITY, ACCESS PER CITY OF 11GAR0 -_ 1' BATTER i / LING LNE FRM REST PRERTY UNE-- --�CI .STAIR ON TOP OF CIRtB SS'. _ r1- R ISO if f PVC JO.YI i 220.96 227.2E LOX Gd' t c p • CATCH BASIN INCLUDING BLIND - .� WHEN RFIIONNC-10'CYP PIPE—, ROAD I 1-s r i• -F' TEE UP TO EAST DID Cr POE _ THAT TERIANATES N pTOF1.___ 0 �� --BE CAFiE7T1L TO NOT DISTURB OR—' "--- •,� r•� C '# DAMAGE 0251810 WATER 18* XT�_ - - 12 CATCH BASIN DATA Z C� _ 1. l r G _ 'E!= �'4- _ © i O 07HET� ATERALS. 10.51' 6' r,. �'A. CATCH I J112LT 7.0 LE. LE DATAPPE W$ 7~-- _ �_ y •.`t :_elc.-`--- r__.._�_ - -•c•IG ; <a, • �A i'_ BASIN sTAT1ON ELEV. N our CATCH BASK: •``�l�y �_.,' �4M If 10'CPP-21 p.; 227.11 225-11 22491 QOX ❑ 16. Ri�•..230.25' /'�r w \ ice_` _ Ap_01A 0+1190 g8 iS to IE OVT([y-22a55' .r.,� ....,.a„ © J � �L _f , - y , -- BASE COURSE—� LT 1 i2,Q0 LF III ` d 'CUP-228.UT(E)' ... .•-.nr-:z,01 11�_ --y CD00 QQ / _ x�:.:r,1,5,..... 4� ! 24- CG2-OIB IZd.45 - _ 22,LS4 OSOX w.2J LF CATCH BASIN) �_'. LATERAL FAAOEL 1 4 �`� •: CASTING 10-OAP PPE TO BE ROAO�IS�'• COMPACTED SUBCRApE RT d.00• t C900 �. $8 ` '--- -- , ✓ f AD 01A um REPEALED M{TH IY C900. BACKFlLL NOTE: iS Rru.2�a.2o' -'C TO QAP `------- CONSTRUCT HEADWALL WERE OUTFACES j,10'PL IE JT(5INN)-228.3;' (• CITY CF 71GARD © f RTTD pins PER OCTAL TARS PAGE PIPES UNDER PAVED SURFACES REQUIRE GRANULAR i I D'Pvc wr(s1-a�&�s Fre ,r:sPECIDRs) O�� i BACXFlLL FOR PIPES OUTSIDE PAVEMENT, NATIVE SUM�.2se._J' Tj �. ,�'C%'• STNOAFD AREA ORAIII TYPE d BACI(FI.L IS PERMITTED, UTSIDE N NOTED FIVE /PAR TER Y A 3\PER Dr( I �,�� PER L'r1'S 360•SlfET 15(T19.) I. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. TZAR DETA4L 520 SHDET 14 I $0 MH Qie UNLESS OTHERWISE NOTED, ALL LATERALS ARE 2. CT(PAN90N JOINTS: TO BE 4• PVC M1 T}i A MINIMUM SLOPE OF 2X, 1T M la. 10 C900 A TO BE PROVIDED: LITERAL CONNECTIONS TO MAIN SEVER LRIE PRIVATE i O I))AT EACH POINT CC TANGENCY OF THE CURB. TO BE MADE MI7H INSERTA-TEES. EASEMENT ip 2)AT EACH COLA JpNT. 1 3)AT EACH SIDE OF INLET STRUCTURES. r'PARCEL 2 PIC 14)AT EACH EMD OF DRIVEWAYS. INOTE ALL 2-x 4 SANITARY SERNCE CONNECTIONTO BENEFIT ' it MARKERS TO BE COLOR COOED GREEN 8 E� PARCELS 2 3 I 1 $TAlOARO CATCH BASH FIRE 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET UQSTIIffC CO-2 PER CMS 300,SHEET 14 HouSE 0 �� r11 If {TYp) B. MATERIAL TO B£PRE-MOLDED. ASPHALT IMPREGNATED,NON EXTRUDINGTHE CONTRAC70R SHALL FlELDTOWl7H A 7HK7(NE55 OF 1/2 INCH AIdD SHALL COVER ENTIRE CROSS SEC710N OF'CONCRETE b O VERIFY THE SIZE, LOCATION d; h O Q+11pIAIHi i7. CONTRACTION JQN75DEPTH OF EXISTING UTILITIES Q K pPRIOR TO CONSTRUCTION a o A. SPACING TO BE NOT MORE THAN 15 FEET. _ o dcATO I B. THE DEPTH OF THE.NTINT SHALL BE AT LEAST 1-1/2 INCHES, CQNSTRUCTION NOTES: t7 .i REy,W 'i1111 I4. BASE ROD( 2•-0"OR 3/4--0, 95X COMPACTION. BASE ROCK SHALL BE TOrr/��SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH. WHICHEVER IS GREATER. O y ¢ p11 EJDSTNG SAHTARY LATERALS TO BE USED FOR LATERALS w P] i • i /�. Q 5. DRAINAGE BLOCKOUT- 3' DIAMETER PIPE; TO PARCELS Z A i [V p �- � CONTRACTOR TO SAW-CUT E70.STNu> Uyt ti U ____________________ r M! A. 3' I.D. PIPE WITH COUPLING. OF HOARD OCTAL Id2,ON SHEET 1JPAVpJDfT PER CITY I 0. DRAINAGE ACCESS THROUGH ENSUING CURBS SHALL BE CORE DRILLED OR CURB -- INSTALL 2 WATER METERS PER On Cr TIGARD :PETAL 2 to -- --- I rpm SAW CUT VERTICALLY 18•EACH SIDE CF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 520, 0„ SKIT 14 I C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' AND A MAT(IMUM OF 3.0'FROM PROPERTY LINES. 0--CONTRACTOR 7p INSTALL IOIVIOUAL 1•PEX WATER LINES TO PARCELS 2 A 3. © ,I jjjIIII� • 6. FOR SUBDIN9ON5 AN'S"FIXi SANITARY AND A•D-FOR STORM ORNN SHAM �—I„STALL 2 CLF.NiOUTS LM fpR EApI y1N1TApY LATERAL I BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL MTH RIM 4•BELOW(BADE.PLACE STD.4d'yAppLE Z !!!// OPEN BOTTOM F CONE MTH GRAVEL AND lO OVER .Z J CLFANOUTS FOR PROTECTION RCM TRAFFIC. 0 I Or1•Q7Y3AID '�•'a. Aq IC/ A r ®oO. 1.[M.Q A ffp[,rZ TAPPK4G OF WATER LIMN TO BE BY TIE CONTRACTOR AAA CL OR IUD. CA EQUAL 110 i 4 E -amp�man'm" "'MAYAN_ FRB & ' I-- wATER SERVICE UN[{1W.) �majcrw.rm1 26 CL<C TAX LOT 2000 PARCEL 2 �' © �'' SEE SHEET 2 FOR TYPICAL q .4,�l.. STREET SECTIONS1 _) Q> J f— Lij 4-STORY LAT TO CUtB 111c'FPkGE I •! r I Q V '� O 1.E.AT PLUG. 2J129 - 1 i � WK7E S1DRY LATERALS CRCS5 CURB, �4 O 1r centers CONSTRUCT V,1I�r, a• 1 i/d' p STAIR CN TOP OF CURB'SD'. Fy.Ish/ JI a grade d CL HAYIAEFdfEAD REINFORCED NTH 14 RFHM / `� O (SIcP6 $ ( CO 2 oPER UETE 9ET A I � N 3/ 3 4•rod 0- o o /.,,- 1 B- C_TL1 ... n a o p - - TAX LOT �_� 1 B 9.[-..— i U z c I 11 �j 1800 L 1 ago lz• . .r.. NNW SPACE EVENLY NO `--2•(Typ•) IH O 5' W g R 'r i - cenly.1 T 'i I I j��,! I f4 k00P o' �- o „+ O 2 CLR. Oi ■ NOTES: ®___ r Pc o . �� ■ 1. CONSTRUCT COHIRACTN]N JOINTS AT 15'YA)01(LRfr �1 J R■ SPACJNG,AND AT END$OF EACH MET AND RAMP. ,�. r OI . � �� pYE71S1pNS ARE HOYWAL, VARY TO CONFORM M1H CURB MACHINE APPROVED BY THE DIQNEFR. 11 18 �~ WERE STOFW LATERALS CROSS CUFF IIIPIPE SIZE VALLEY CUTTER DBTAII -L S1t7iIIWA7FA FROM PARCELS 2 A 3 TILL 1 STAMP ON TOP OF CURB'SO'. i� 3- T VARIABLE au + FLOW TO MUP HOLES N CURB MO FLOW i • r ' I ALONG GUTTER TO CATCH SARI AID WO / I sr cc z I STORY UK'01'MID'MEN DRO DITC„. 1 I ry ,i F rI �� PARCEL 3 P „oi MAJOR SHEET CHANGES I o /W r , 1. CONCRETE TO BE 3000 psi(28 DAYS ULTIMATE STRENGTH,SLUMP OF 2• TO s• , • 4'STORY UT TO GEC ME}pNOII i I PLe + AND 1-1/2•MINUS AGGREGATE). ''I M e h n �,' I.E.AT P1S10-231fi5 7A. 2. ALL RE3NFORONG STEEL ry. 60,000 pat. 11 1 - STORM WATER TREATMENT TO BE z z µQi A- i r/• A, V 1 FILL AROUND ENITWALLS TO 8'BELOW TOP OF MALL. ACCOMPUSHW NA ROOF AND LOT 3 Ii i E, m w m 4.BASE Cr OUIFALL SHALL BE POURED AGAINST UNDISTURBED SOL DRAINAGE TO W£EPHOLES IN CURB. a S a I� 1Vi� WATER MILL FLOW TO CATCHBASIN `'� o Cu 0D • i ' te WHICH W TURN WALL DISCHARGE INTO t=/] + I+ r F mee . Eo it HEADWALL DETAIL EXISTING DITCH ati /+ 11.17 SCaf F• I Inch-40 FI, „� f.�\'` n r. Y �I� 1 I I V / 6�� 1 IA•r 1 rI 'r ` g I / I ti. `(i TAX LOT - M.�� 2100 TAX LOT �� \ I ALIK.AA Fn.x 4 ' 2200 1-1 M Up' el —_ MLP��1 d-nnnn� 0 w o .E PARCEL 3 T i I i i ' d I 1 O n I o 0 •1 �' ! ' N I- gaol / I I\YATER LATERAL(TYP.r r PARCEL / I W 1 TAX LOT �•-� '',�,.: ' -'•�: -••: �L��d..!a.. .. ..1:;;e,,s -;4Y• •,. .•4! .e1,.�i.:'�a.^i+av'.is4..�.• - ':i; N"�: �!``.:'F•'":.'�'.,yU C8-C�3 Pbt C'MS UE7AA'- '.i ;:.;..'c � � o Nan) W 300 SHEET 14(TYP.) NIA''\©" - 1 I 404 C7 Z c RR 'i� t' r P 1,I I. . . -- m rr END OF SW 93RO AVE PROPOSED SW 9St0 AVE_ PM STA. 1�04.61 r-, ' M , c W � i! pRIVER.AY STA: 2406.16.0.00 RT. PM DIV- 30.0 j(4� g EIEY-233.10 EJ950110(ROUIO A0._ 070 PM STA- 0+4526 PM STA.0+30.46 A ■ I ad"s SW 93RD AVENUE PLAN _ ---- I'0�"� K_ 4a['VC PM ELEV. 229.OD PM ELEV-220.00 v. HORIZONTAL SGII F- 1' . 20' / �• O.I Av '\\ i A.D._-1.17 AD.--0.24 PM STA-0+12 @ 96 >o K-16.02 K.2760 S 11x17 SLATE: 1 Inch-40 ri J 4. '-i 1 A. �r P 21' �. _ PM ElEV.226. eimill BARRICADE AT ENO S $ yI .• �o K.A66 OF SW 47CI AYE �, 424,.. \- 20'k 230 1a'vc "1 4'-- 4t.- I 1.ISUI ;j Iv a Z• 230 PM STA_1+64.60 �•' [J• = + x'H PM EIEV-MOO -�� aF �' I • -A a .4 K.4.HS6 13•VC �, \ aF Por STA-1+36.46 --, w PM EEEV- 231.0 A` (,,ts ),\ 2 a O � A.D..5.00 �1. l/7 O Q' U K-7.24 4. . ¢ CC O O °j� J I : � PVC �. L7 J S c�, f��n d �� !� t REPLAN MM g (v s. z V __-- --116.J3 if '� ' 12'PYC w. w u� m y n,. �i i L!: OTE: n 1` 0- R xt 8 23.26 L.F. �1 i _ W .7^ IS 2S NC l•,•• --- ~�000 <- SA/Q UT S O.3.T6 �� SVWTARY LATERALS A AND B PAST SS CO A2 AND SS CO F yaw ` b --- -i 12'PVC COW IXNE n LIE In J O �+ J __ �\ B2 RESPECTIVELY ARE TO BE CCNSM.ICTED PER „V t N PM STA- I+S.00 .................... �fi O REOUNEMIOS OF PLUMBOLC COOS AS T/EY ARE PRIVATE iiJ + u w "' PM QEV- 23±.00I CLEAN 15. O W r AD. -1.00 - L-- IL rn e• : Ern K-23.06 LOCATKIN . EX 4 op p 29.22 L.F.20X PROPERTY 2 y. .i 4.. 4'C900 SARI LAT.A srA-Wn... Er • ^ 3045 LF.20Y Z Lii 7- J_ 0 I $ I - Z20 0 m 22 O D 0- LL Q z 861 =gg__ � 8 rg�'m� I `s s�HH Lzu z tR5�.. ��pTrr Q - Q 0. (n Q ci cc ,- O z , . • v U th Z 1n ri R • m m m 4bT+ w 210 210 Y In i QEEE .-I CA m a In 10 r- E EA 23.0 L.. 2.0% /'C930 O C) s,,,„LA I.A W SP o E 03 O 0. O N 2.0 I.K.F4 co SS CO AI &BI 4'C9/0` 69640PE 1 STA 0+19.09 LATERAL SANI EAR.Br�c. r R I - 226.26 - A1 4'E N(S 22219 �.I Al 4"E CO N)_20171 t• .{x '� SI 4'E OUT 2Q171 S N)? µ.�\ 3 MAJOR SHEET CHANGES 1010014 SW 93RD AVENUE PROFILE 1 - 11 a � n Q T �I s HORIZONTAL SCALE: 1'_ 20' VERTICAL SCALE: 1'. 2' H `/I EL `s 3400 2+14 1+00 CN00 M LP2014-00005 0 1 TAX O0 LOT TAX LOT 1 TAX LOT 404 i 400 I CC I W UJ SA PA1E4E21T PQt— °i-'1`�M�—p"'n"—°s—W—°r— Uj r�_'°_"c c e�c 1Ex ON OTY EC acme Idµ` °� s —�..._c °_°_` ._._° °'_ ` to S I COSTING CATCH ss— — ss -ss •� I ss —ss— •s—Ls .91—# 50�07•AIEA ss,s—ss—ss—ss-- (1 �/sroT+>l 02 $R rr�z ORMN OIA TYPE Z GE WOOD ST. II if 10'0 P-22C.52' .N —_ ,:f,U-00�.224.64' t, iC(P9• I — _ s :L, — [ �,12 10'1E ou r(e}.228.59' .�..._.....<:v.,.,,....-...- _: _-..-_..... c�z--' a.J' � ,NEW 12'MOO PPE WRN ff7 SUM..229.80' �i HEADWALL.PER DETF0. 10 I¢ I i. pr ON SHEET Q y� CATCH 67.9N •'T.JTII' t ftI-230.20' PYC TO i o /� 10•PL It INN-. 28.31' (PR O:TY Or T�G4RJ I 0, V.'' 1.:/ 10'7:2 0:1T(S}..22825 :IELo IASPECTyS; O L J • - ®� SUNPa228J3' _ J I 19 -t*'- SW EDGEWOOD STREET PLAN HORIZONTAL SCALE: 1'=20' H 11d7 SCALE:1 Itch-40 N. 0:co 0.r-I gg rr cc 8 a 0 0 ligi " 1 % ce e z2 $ Pa ~ N- O O ei 00S79 GROUND rc GRO o o 40 220 _ LW z>o <im a 11 Ai I H tr PROPOSED SURFACE caco PER Ig EdP-RAPPER cv yy!! �yN; f7_DETAIL 820 0 W •$ =5 `� 17.49 Ls. ;i}'�. s1 ET rs p 5-1.7xz - - 1 U C7 CN H 1x Ptic MOO �• (V) p v�l'jR�t o�F�� / cn a dry w Lu I�N.o; 61 aw s 3 �kWa a� d,„a --4 Er or Z ggNgggg IY ..: A H $lig -xxo km 0) - 'Gt T' U c' U -inMW g i& z IN .-I N m V to (0 n l'' S EEL 0 t o 03 NEW SHEET G 1 m N $E 1 r �, dd _ I i 0+00 1+00 2+00 �• 3 SW EDGEWOOD STREET PROFILE O 0 a) g HORIZONTAL SCALE: 1'- 20' VERTICAL SCALE: 1'• 2' M L P2014-00005 O0 CC TAX LOT • + 200 Ili TAX LOT Qi V) - - - -I- _ 404 TAX LOT - _ I wo1p..M Im..OWr..ANIA1111„10.111.4.=,.11.... _- _- ~~ — �� - 400 -_ TrPE.R. -30'� TiPE 7t7-I' +�.a.r.r.wara.yrq •...I.. .r,...r rw4�ra.. �a'��' W LILLD T P..rr w.)^ wr.r1Y Parr pals .a.r- C F Pip. ,_.w�_D�� y -• - - - I 30�x LIMIT — i -�s-,—p�`SS_�_ �55� �G-�~Cc��_i« �� 'T '�-..._- d_�a�a,�, 'Spr.rrr W.1� ....7 .Mb. Mary ...r ..r. CD i �- a # s s--ss,-_ cJ 1�,,,.. .`�c^•�-, t SUED 1 1 9�0 �+rww .wR.i... .r�srw nrw �wr AS WE* c �� _ ss�yl arim� a�o�_c_ 1 - EACH 901 O 2 - EACH 9W O (1�T�(�//{{]��s SSA— w.r...rr l•1r marrow. qar.• rrar• Yar Wl7GTIVOD r�� RT - - —� Ss�-•�~y�_ Pa.IJtwNr�ll�.rflMrMliYMrurrr.t.� � O I�b� --- TT - I I -�� - H1r--1 TYPE 1t7-r 1-I r� 7YDE 7(7-r �rrro��.ua�.�a r...r.r.wl.nrry.or I dQ — — _ rt` .` --_ -�r —I �� I twrw.va+..wisr<wr�.rnr��u..rrnuw I4� ., T I ^� I 1 1 " Nix e1 V 9..f1....rrr�4Y.MYrr4......1.c-t...'Or i E it ' — 1 SEED 0 1 SLED 4 EW Q0+h Am • yn..towr.wwrrr.y.M...rrr� ''":`:-=. � � - - _ _ 1 - EACH + 2 - EACH 9rJ1 O Ir.� AnImlinla glib ...r...j.wrrrlprArt.rw.rrr.rr. t I I R -- �� _Ir1 TYPE'R7-1'i — --- — Iv boo yam mart T sw rsyloT4 �(pp c+rr N.rrrw(9r..rr.o.r.anrr�.p Of� TO f A7U .� r)ni..w rrq.'`� O S - EACH + 1 - EACH sv1 Tay!t41IørA C .,MatkilWEESXS2 SDED O 7 O ' .+.w �- 1 - EACH i - EACIi 'PNcrNp5E refill er I� w.w. 11141 Ir ci �� WLiinii4flullji •\„...1 �� .♦ • L. E N F U ..1...44.440 . :Ili 1 plinii2120912a1122Mi ----- __ 1111 WAfJ1iNGpenleMneTTDN DD11NT1'—I r ec cIpl OF IAND'R` STREET NAME SIGNS KOT 1141;r (a ma [acme OAR. ..K W.JI , uD:a,tia4Y fw.saau 3/13/1� 6571 2 1 berg" PARCEL 2 i i __� C 41 TAX LOT + �.� N�o g 7!' ANYT1. AMMO w+rra. 0�01 COMER s.Ilr «.. .... I r• r^ ILLI CD 2000 TAX LOT ! 1' 1 1' 1 ' ,off ® ¢ VUi f� 1900 �`. 014,0` 1JP 0 It NOTICE ' " 11 TAX SOOT re No xveAr.ea..to.....arrre�.eten.>a.�r. ¢ W r TFIS ROAD Wi! BE T Ps.�b.. al,.s>f..a.aaa...n a a 0 cc `i .-r 7pllVit7K7'rb'...bbd'b..?.y 16'bcabn.vpY6Y v I 0.1 FUTURE DEVELOPMENT Mr..°`"`o..n•"atri m n n j"I��; 24. r FOR MORE INFO.CONTACT - 4 R R z - � .�KO CNN T{I�G�a�RyD�M� ri —r—i r�--1 rrp $ o O' �� I T2t 1�VI 1<ICII l FLAW lll h7 Di . rs SPIED f- eP� I •'4, {50316 -4111LIMIT �, I # t.. . 35 1 .35 {3-51 Q I ET rrlLN.aso...0 v.Ar.rr m.mtaame A.'.. !1»/0d�11r 34',A7'm berlrrY..pwpgDaO/oE,..1. rnm.a.o. AI'r 3frosl1rm.tlMrrv. --O i 1• >No m...avaWr Ix al rm oWreer.�.rrm..,.dv...,nda V7 I I Ile 1R/7DD IRI.Vpp11 Ay 1 art cc c PARCEL 3 / I 1 'jj i 111) .s .-f N ci < to <D r- ' I wA510nC7On COUNTY FUTURE "lif'a"•".`fl INWAR• NO PARKING AND SPEED SIGNS ~ I PLACE SJIEET EARRICADE AT -�'�° �T Of 16`• DEVELOPMENT �Irr•cnal. I END Cr 91R0 AST.PER CDTIM e.cv.reu..G mowSIGN rlm.grr.greyµ utr.a.. anew..a. .nm ear = TTACH DO Of StrotT DOI TO / !IL BARRICADE 192 ON SHEET 11. ) wer V.V.ov7a.r I:HP PRIM MOM WI. .s...coL. oho.Naa 3/13/14 b512 �'1 AEARAN',ADE PER AER1frOAlTS. 1 CAD:r1la.larc 3/18/2011 6520 0 m o z •:I. PLACE SDlY(ALC BARRICADE AT . to to d �I.4 I &i .._ END Cl'90EYA11f PER COT DETAIL 192 CN SKEET 11. 6i6alFE 4w 1 tab. 1 0 R. ' 1 ,lu�� F / 111117 SCALE: 1 Nth W R. 4 MM. F -- - Ill (Calk 6/30/2014 TAX LOT e I cc 2100 TAX LOT /��\\ i a 2200 MLP2014-00005 c 0 • TAX LOT I i goo TAX I oT i �,Ax mi. e STREET TREE LEGEND (1) --� _ _ t 404 _ — _ _ I �_ + _ J 400LLI p I `O1—^pe-�a�pn_-�a, ! ' '�` — — _ _ — Simla! 8otan(cd Name �.aflmal Name 20 W a ___,, - -y-�„_,_i -° c--mac-mac °':n,�i_�•nr..t'w�o'.�-o•� e,w.-°K7.....--ill,---.....\\.. ve c aD Aga n___p L-�pL 1I- -- (�r� p !jj�T��m�.63- ass`-Sf� Z Cp.� i :>~�� — -- "—��----SW pEI3GElI00D sr. l! I �~ — --� _ f W d 8 __ i 8 - , lie �' �P ------J I • Kotsuro Cercidlphyllum )opmtcum 1 I/2' corp°r r II [ 15 XI t e um Street Tree Planter Clocion s7 Not AO& .....04 tilittiti liir, At._ .,:.,....,....5ft:_. 4. li _•.._...._.. • I—k----___ 01 eta g /L ,\ FT-7-1,1§ t -,,,A sg 1 s�' 1•.. Yinrnum Dtalonce From Feature 1. Refer to City of Tigard,Urban '�` , 4411 = Forestry Mawd. Etat Public Intersections JS feet 2. Contractor to verify all plant guentities PARCEL 1 2 i 3 Mey and Private kitrsectlons 15 font vii Courtesy relics/skewdka 3 feet Loyal t Engineers a .� F 4'I'i" 3. Notif NW eers of any chenu 5 feet NEW SHEETDrtroocy nt.nea,im. 5 feet yea'E 2' bllaannnole me catch bsins 1D feat8Sanitroy erred Storm Lateral' s feelWotr melees 5 foal I 5Utgil bofea.' UtNlty 5 feet rn + y pales 10 feet O Street lihts 20 feetSteep signs At last xs feet err wR lot more If necessary•qu pry signs Nattobloeictign;u,,..,, R N S f tl 0 w -, O „ x u� 4� STREET TREE PLANTING SPECFICATIONS Lc 1% CNAIHLOCX TE TIES(OR As APPROKD) mhimtre«a-oft ee mai be . Ina,n h°windewto o� I. Ad loco♦,rrodd,.tote red federal toes r.g«dhg use., rode be kept moist nd «epic rsQnr`t ol/ r.gdotker gownr;«r.lelho to ny pcetko or the.art fI Y x Y CFDAR OR D.F.sTA1�S; depkled or Mee------ I4Ii!P ` _�` / DO trot PEEgrTRASE ROOIBALI mode t r ace hereby tx«ya-alee rto red 1 Tes ace be Aaotted h a mane Nat al not break•ropepert a eperrPnpolb+e and tone pr0d.ioro.not be r trht ny p«linW Vic tna Proles lees al ` cored cut by the Cantroct.. The Cmtracta ran of d Mom polentidy dornogkq eadfUns(eg.,sm eha nno ZZ GOW O ROOTBALL TO BE r ABOVE lTMai GRAu we erect le pudic thegfwrt the oonaWction prate Misr� 2 he toont bee n or a etc.e a ohres ne e. .lea fee a ln.y ed nos obetnx sgdaf .tyre« Zf !j lit i'l3Afi(YVLpI(DO NOT IJ.LOW TO TOVQi 7RlRa() u+r.Yrnard otGties,rich soy not b.haoted an Ne hlraection el�t cfatmce old Lo pro,id.atoppiq a I base qs M a a a ermred by the Contractor. he de a ce to Nov Ors � _Z 4'YQITq FOR WATER BASIN Cmhp r.o Mal protect earth;ftructura and utally ere I PARCEL 2 111E .. REMOVE 4/ (t31101E tiPow SCO NSTAt1AT10N) •�r Napa-mho to ma r.pUc rhos K arrwged S tka se.u,e Mb.nq doanaa la pa,tNg of L I BlR6AP F 1 M tree,ad Yohtdn 20-ipol Neion triples al d"nlsnectiw and LL I 1;14 1, Sao uWN vb wv raPv6ea eta b..«rated ki iRiAd ones reCC1 s +rrIGI'.nsr� R rwrl Ata her yy�t la.tq �amauon end 15 feel Fern d thy& rqn CL g rat Id. the Cnhocla /perthq bt I elondodsy - 001001 Qy l0 reel roes m nyd e, CL STREET TREE(T M.) m '�, .'' q re areal,rather�a l a e(l o.n.. ry*err 7 5 r.. I am o-otEty owesJ e•TOPSCII n•44er+e4«sere l05 bet irrrn d uU;ty wJls mvr borer.,.tcWI TAX LOT \ aWdr). M eploorn.nt Nod eha a rbJec to ue f1� W1 190041' 1i! X RDOTRAIJ. BACt61lt SOL terEnrRE Per SPECIFICATIONS .venally r.p,r«nmt.a FOr arghal stogy My An street t.�.nh tooter deer Ulm 4 b,t to pored > (� `h donroga due o armament operations eel be reporad by the are be plotted with root barrier between the root b O p lyl ! - EJOSTu4G S11Bf,EtADE Ianhcopc Cntroctor. C CC O DECIDUOUS TREE PLANTING de STAKING IN LAWN At the end of Br cruntyprod.tapseu,t, ra be"+Odic No tree.efi0'be*Med n erring or proposed utEty lie Q t� W t1h cyneo Trent erhd tnd.cope fmual«. M has (/� CO y grove;merlin rear be ranee erne 6 planting MRs to rwrglen wrsam a.7 111P rpbcad.tth of o ace anal and the the doer Y • y . .1ded r f om exco.otki Ow« Zotent Ue nerd pints;e.o.n. o Ihpq .IN wotr,all ad (..� l� Z (/) Mowing dreier✓d )a1 my ono--- --�-- � PLANT YATrPoN � gr•�9 welly.sod erne end 7' Near eel sb h each owl.;ea,by rrldhg es P. m ) ram` d °0 1 conform to Ow rode or set kith h the eaten 1 port natM tend(no e Qv R° 4° aailm of Ametcan St«Mord to Purser,S[odL a censored 1 Dart R11ehD0n1 eonpaet.Veen carpal,«m rrSS j ,A I �+ c ° , ° V SrDEWAL by Be Marken ices Aesocbltn v Na•vyna Inc(AU 1 ❑ F O I Y ° . ° ° o 7 2 Specie and err esapproved TharcN+Y and h pinlhq troll one odd fritters of o ate of $ e I �� p ° . to the.he and M an morel o U omoo red e.r.red tp to 1 le per Or Fortner Vol be Slavonic(5-4-3) genus,species cod C«m+add fertlhr rill mlro-rutrNnts red 50X tior 1 r �'' �.g catty and m d.r ed rah the current*alien d e so.rq nK oqr • bt.rnatimd Cad.M tiarw,dcbrs ear Olilnted aces.blued A Plea the tree m o kyr of corroded ptnll;mb e1 the >> a a C IRE£7RlINK CRITEIfED W pARIE5rRJP by the Inlnhatkrhd Union of°idogfW Sdernee �'�(f enter of the pintng hole. P+nt tree upright ova tea to _ 1 t immt lath/AREA 1 ,bt0h hawy erg,bed thy,.4Vorws tree nure.ry-Vn,m ter a beet w ernsice. Reno..ameba.m ter and burto kern m mhinum of too rot T shall bone b.m toed prt h the• - ,ef LAWN VAIIXSliiB kerns «bran foals Boat/plonlNg tar with ea nth phi. 0 , *very dltglea eprora Pn•wd end Irlrixed h Ironed ocmd«+ce.Rh good tete/b+d pr0bp. Al colter tree 8 ‘,,,_} ` rind thaw been umsplonted«root-proud.1 lest one h •«th9 oil for to Ja Yale nba (sal Dotal I) n the post three years. ,.�. cane from .bleb AlM4 p fr�in rat liaded L,cod-burlapped trees tree o'd P. Yen apPam°tMy 2/amenity;bad: Byrd seam eater _...7.7 ..(AU�I PARALLEL,TO Q1RB to and cry. P/a tree run odd gorge as not actOldMs er«nd tea to hold rota. Eihd grpda ear seep root bee .•Jr.'! '.st�L' . ° s. ere shall be.i-nr«Wrd cod wolf-knee tree to wwt By dove earron6rg grade not to sea 1 0dn. Ws ,C g g g PARCEL 3 S T R E E T cad epodes,t<fOR•Ved,.saw*roue,heathy,ice.rpm omen anti no more rater r absorbed l all d watering by Z 9 Y ;,gr7-6, r arose hfry,defects,r.rerda errnebvr0 abrra red ertgoYn seder b not ot0.ed I I �\ BARK MULCH TREE RINGS harmful Insects or eggs,reds ad..ed root, ad I 10 stake« d tray a ern h Oral 1. !9 1 NOT TO SCALE reel rd healthy, .h etrima charm'root retire hart Decree A+y et I Pry loci straight ahq.I.oev «d r.e r°p 11. An tree r,a nabs n re-mhirem rag or rr.rash Er m ^ n / eith n h 1 ca}ctionebl.dregrrnrnl.. Tres boding into leaf or hard Bak mach,es roan on 0.1d 2 WO eat N..eel-fee r I net q.o.th VI lea rorord.kin n dakm l al the Ikea no mat.mnloct a h the t�k 0 O nursery before dlgghg r II 1 / Il, o Cu tr«ur.nee no nd..wuwt on,of trr.psdea d E 1 1 repriced tree r.nob°btahrblr..6mtt hoof of 1. Begin molntnake faring hsldodm of each tree nee 0 O CC m non-orordlky and propped br re of makent molar tanlMw s Iron anti Ind amptona. Ley �O I I• Nthah ouN«tea adjustments v catrpcl war(H my).. 2 Regale nhaihtrn«hce rho hdude rotrrrp trt7uiw tigntnhq + '.. I I i N.mode by change order. or wormy a.tiles,keened of dead trees,reeetti;plate jy��,��tVt�� • 1 id 1 1 Q Al bra arro.n n lee.pion Mal w mar lahed h o ed My 10 prow gyre red upright positron.red other rewind `" I 1 mod dq«oua gr•M^V cahatfm thouyhput Be dxaUn d tree greens,a frequently a needed. •' yt� ma yo 1 / proposed use M Ire not.o martMed char be raker 1 Protect end melon n.0 ' • 1 h\ `r I ID .Ito nee tress of Bea b.gvnhg of the nest gro.hq eau. occeplonce of tti reelect,« ♦'•greed(h rr}Ikh9)Porlyd-acaptna �ame. rgi ` n 40 1165185 �\� —`__ A /. Reploa ny noddtred Ire nu the.«k r accepted by c ~ t _J 1. free Mind be rslaled Eel.en Yards I red A.h.1,« D.nr. µ, between October 1 and tree to then tees must N. ,v eon a prhatlons .P,hn nand Kr[L.L r/shola m ro ao Melded cater tow titers rational arcane may he PeraYt pinthq'•teen , 1 ti needed to ntrre svArol out ell be ors-gpron d by the• remove aH.nee reploc..dh nee sperinsry(ot o n romhnld conaurlcot [nhoclu4.xprre�tree trot ore tooter h I TAX LOT t-r (NI (fl s 2200 //��\ ; ) I Lose r :a Si w0141aiory matte a determined by If.LuhOacop. U a--I ei 1 11•17 SCALE. t inch-40 ft. Contractor. (/3 LL MLP2014-00005 • • 0 N CC W CURB J01NT W SEE STD EXISTING DRIVEWAY- Z RI ^ I DETM NO.146 1_ 5'uIN. SEE NOTE 5 ROw MATCH W GRADEL S g Ir R UNE Z q 6 R •<� �. VARIESE 7 t -I— r W to O •: OF 3/4'- BASFAOCR 5 MIN SIDEWALKX 2' O" COMPACTED SUBCRADE SEE NOTE 3 III ) 'E SEE RSi ANDSCAPE SIDEWALK ADJACENT TO CURB L s A SEE NOTE 2 , NOTE 3 � SUVSDT APE —��IL r PLANTER STRIP _ . 5'W N. R.ow A 6- 3, k 30. 3.-k- ROADRow ! , `-1I-a-S11=v =11 11 =II11 10.MIN �•:. • : II=11=11-11=11 11=11- &AU vs' ,.a1ry .I 2'OF 3/4'-0' f 1 �6W $ ill COMPACTED SUBCRADE BA!iEN 3/4• PROJECTED TOP OF CURB �� SIDEWALK AWAY FROM CURB • Ili KU o I. CONCRETE SHALL BE 3000 P.S.I.AFTER 28 DAYS. `A4y'N., O f� K ¢ O O 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWSE SPECIFIED. o°Y' �� -4 O b°0`4 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2'PREMCLOED ASPHALT ��8°0 ;, „�, g `Q t/S� IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 8 cV PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT 2' OF AGGREGATE W 6 } • '' SPACING NOT TO EXCEED 45 FEET. H aL SECTION A—A (s/4'-o') COMPACTED M 8 ,2 S 0 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, M pA L THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2'RADIUS NOTES , In I I- I- 0 S. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED 1. CONCRETE COMPRESSIVE STRENGTHo SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL NAVEO A MINIMUM THK7NNESS OF 4 INCHES. 2. CURB JOINT SHALL BE TROWELED 1WTH A MIN 1/2'RADIUS ALONG BACK OF CURB 6. DRAIN BLGCKOUTS N CURBS SHALL BE EXTENDED 10 BAP(OF SIDEWALK WITH 3"DIAMETER SCHEDULE 40 DIN(ABS CR PVC)PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED 3. EXPANSION A CONTRACTION JOINTS SHALL BE 1/2' PREMCLDED ASPHALT IMPREGNATED OVER PIPE. MATERIAL OR EQUAL EXTENDING FROM SLBGRADE TO nNISH GRADE 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES onarlHam cn u�Ow f4aL Z M. 01,16PDX. Maws A 7101IC rHc s1.H� ••�:• r)CAL/ O J �bdYw CONCRETE ONO IR ina.m...,0.10. M!EAMJ�PS. . ®ew 4M.MA.To+J SI ,,M STANDARD DRIVEWAY o.� „a - Q - Zr 1 20 e a.0 ,TIMMMN1 w/LANDSCAPE STRIPS 1 41 E Q wwr !Z Z •s required In Off . typical sections g 0 Street of construction 32' U Street plane 1' T-cutseee EXISTING PAVEMENT DIG our REVAIN SAW CUT OR CCRINGINGCRINGINGG I 1s' 16 6' >Q J Arso ILI 20 1 (4' MIN.) I U EC EC Surfacing �f�note 1) TYP r T 5'M N Q Z Topsoil or as GROUND V45. 1 d directed Box Material f �B` � " 6� I U (� Z o 2' u is Orr,rf,i O SEE POST n u AC(Xt£CAIE BASEAOG( SUPPORT DETAIL Ior ix o to /o g �� oE2 • — — bkb y* R O i I U �, I COMPACTED sUBC1RADE p F 0 0 3 -5:4: E o 0 _ LOCAL1- MhTERIALS: x �� o 2' X 2'X 63'. 12 CA. GALV, PERFORATED STEEL w y AC :',..):1:0.,EIViAB:Aspu00.0,,AL'91":cuscvEILAGGREGATE AGRNCRETE _•_ w'a M a �i iS AB - 4' (1-1/2' 0') AGGREGATE BASEROCK POST- ¢ Q a F a tV o1 o U a: OR II 3-•1 2 1/2'X 2 4/2' X 1B', 12 GA. CALV.PERFORATED F N n o I I. AC - 8' CLASS'C'ASPHALTIC CONCRETE GROUND ' STEEL STIFFNER POST. E .10 O n\S "1Y • \1 \I\. NI' 2 1/4'X 2 1/4'X 36',12 GA. GALV PERFORATED ',' <� d M Q STEEL ANCHOR. 2 MAJOR COLLECTOR STFRG1b 6' Min bedding , - • �✓ 3/8'X 3 1/2, GALVANIZED HEX HE AO BOLT WITH I O below outside of 6 AC - G' CLASS"C' ASPHALTIC CONCRETE, O LOCI WASHER, OR 5/16'CORNER BOLT. AB - 4'(1-1/2'- 0')AGGREGATE BASLRu.1( pipe bell 3/4" - 0" MIN Mtf� o 7/IB'X 5',GALVANIZED CARRIAGE WITH FLAT AND F� crushed aggregate -. LOCK WASHER. 2 BOLTS PER RAIL PER POST. , • "• 0 2"X 8'CROSSRAILS WITH REFLECTORIZED RED AND - Iij j ._ s WHITE CROSS RAILS r N m "Y h D r 2' Min Trench kr�"::A!'iIJ�Ve o foundation Tre `f��%�`Ki�`%`%tiA\� 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES / stabilization FOR SDrtETS AND HIGHWAYS AND THE OREGON If required 9 a 5 a O 3F-1 BARRICADES03 NOTES 6C 8 BARRICADE DESIGN O = M VT NOTE: 1 OATS 10 BE TAO(A10 SANDED WITH&UNARU5 ASPHALT EMULSION.. TAT iTL T � fiC-B BARRICADE APPLICATION - _ F 1. 1' T-CUT FOR PIPE ONLY PROJECTASPHALT PLACED IN MAX. Lin EACH COMPACTED RI G21E MN 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ./' Y S 2. X LinACCORDANCE WITH THE CURRENT STATE Or OREGON IHrq I y NJ 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION i S�B,B�B{P� I J. Sryi,AWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 4 BARR LADE FOR SIDEWALK IS SIMILAR , )11"!, 'E 0 MEN UIY.m OP A®n err 1} -420 NO WAIL CITY T16AfO =w , w0 fCMf ' f][Y01KlAm1D ' "A n - M CYL I �� .�� ............ uc1M1Et A Efu1s P.L. TRENCH owl.Hnrip Maws L nelt r4 PAVEMENT DKi-OUT WHOM.A MIL►t 1� e:r=ru.e a Hvr<r�H� DM Mil s �.� A,�R H ,� STREET o.a b w4 - '�"L''.� AWAIT ql' SO �'Z AMMO IOU AND REPAIR 1 82 E '.T^`T AWAIT rou BARRICADE 192 Irx"L i/mMHa JAL 15 MLP2014-00005 0 O I S f A 0 r-o -e•-D• PUE H W . . . . Z LO SIDEWALK . 30'MIN SCRHCE LINE DEPTH ``�`\��J��`\ 12'A20-ROTCI AST NETER BOX. E w/Ir=zo COVER WIT 1/Y>11' W Rg CAST F E INSERT HOLE IV 1 NO III % TWCN READ MOLE N THE TOP OR INSERT. NO HINGED INSERTS SIDEWALK ADJACENT TOI CURB 1s 6'-0•PUE ii f_-- i 30'MIN SERVICE UNE DEPTH 12-x20-ROTOCAST METER BOX I W/12'420-COVER W/5-1/2'o11' QrI CAST IRON INSERT MTH NO TOUCH READ HOLE IN THE TOP OR MERENO HINGED INSERTS .-1 8 SIDEWALK WITH PLANTER STRIP AT CURB I. cc SURVEYOR < COS TOMER SIDE o I.SURVEYOR 70 INSTALL TEMPORARY NUB F2 P- AND GUARD STINSTALLATION. AT LOT LINE FOR C� Cr CC 8 Oo 0 8 o 0 METER SET IN 'T-/////,�`•/A a !V 0 2. 4111.1 BOXES SIZE CONCRETELARGER. SEE SHALL BE 8-10' r• SEE PLUMBING CODE jffs 1 CENTER OF METER BOX TO BE OFFSET ■ FOR DEPTH OF 1'FROM PROPERTY LNE- I ' ``= • COVER A.BANKED METERS WITH SHARED SERMCE z 2 8 .- ‹ o O DISTLIKEANCE NTRENCHBE SNAIL NAYS IB'MNWW ''I'•• 2 u, $ .X7 DISTANCE BETWEEN TAP INSEALLA7KIN� 4'MO— - F v 5.IF WATER METER IS LOCATED N A 3/4'-0' METER ee SIDEWALK AREA THE BOX SZE WILL BE ROOK ANGLE BALL METER VALVE ARMORCAST 1rX30'X1PM 20K MTN MUELLER 1'B2425B (T/N .S IS O 2'R A ONE PIECE IrX30 RPM 20K COVER AN AU.1'300 PSI BALL LL to OR EQUIVALENT.P TWO METERS ARE: VALVE NO ICAO mat STOP BANKED IN SIDEWALK AREA THEN OR EQUAL DISTANCE BETWEEN ANGLE SLOPS MU. BE 24'. 1'TYPE'K'SOFT COPPER TUBING -SEAMLESS crrvorrllcaD Arm..Olt NO RAZE fill IIN.rt•NN POMMY a r ^' 0,„...... 1- WATER SERVICE °w0 MCA rI:.APD It NO 520 d' 0 Q Q. z BSI ICE 5TIV1u¢I OU11W°MP 370 FIN CAR 1.0 MAIM AND COMAMO s A-1 >aixA� A�i e• .ac 3 Q w o cr ail . IIIMINTIMMINIWINIERigr .--. A ''4401 1� • inn.I.I.I.I.nnul.=.lmuinn.IuIU . f a �''�" •.IIIII1101111Il1111111IIIIIIIIIIlllllll111" V I ^P •r '4 c cn z • 11111111111113111111111111111111111111111-. 111I11I11111111111111111111IIIII11II1I111 ' ,a,W;LW oom SECTION A—A PLAN VIEW iREC oR«�i's LIMIJ . ' — — —a. . 1. ___I I. oEM wsTAT fn IN �N PLAN OMB ACCORDANCE NM B MARINO NO.310 .>.q 1 Ram SEE MO damn Ma 316 U t4 R am T,.T PAY73Q)IT �r= RC*TA.Ar AND Cn,OI 'vr c-►$ rY �_ r... ~��is 0 / f1=/Y ��,,Naj'''r uA Ir�� r y,`,. ,■ NOISE in - / GI KN. ` t/.� C I T I "'ir..7' • r VTR b .a Mt FPPWAST .a>PM -."ter•.-Tn ti. \ v�msl.x. Na> tI . •• • :.• .a.a 11111111111 uv.oR r ) / n smi.Al. .«� R =,—,-- I.K N ch o In ao n g' SECTIONA—A SECTION B—B V >n i .17I.1 1W M1=IWL K mQAVC>ID M IN1 1.M ATTN f--.7• • .1rm.Al>e ..,-e.o. PLAN wro:`.w 0 II a E 3 1 MULL albs rAa O.IAN¢raw ta•O 0.11[A na.UK Or r.E.faam,N>R..'6a nwaAl. I•SM•^tea^.cea.o SECTION B-B `� PUeTM6 NO.KG OCT naT 41 ,T Rai-0 Or RAIL 0 Q 3 ..TAiE s6ucn.c OR WHIM Cr r a>f•-r rw.ACtm IuX wTO.AI_ .!.. L . RENDICtldT CM Paz CAST CA1.RAM 91616 It REBA!4211G Arn AEI!4.0C M 6R 1.1DCD OPE SECTION A-A A AI Ir & NJ.raArm uNArt m.o.1c 9,ui w.1c A a MY sl.aarN Cr>D°o R"s,.ANo A.ur a r'TO>•. Al HOOK BAR Y oM.. x..em M 110.000.04 PtTCATorS AS Al.... M o.m APrlKA1NTNl 40, AR le AN. v. NOTE t.� ' Ia.laai>�Rego. AOCITCran DETAIL FRAME ARO CARTE TO IK Hx SIRIICTWAL AS1M A-36 FLAT BAR Mtn OR APPRO6C0 COO. C \, 1, r1A1 Cub�Ra ALowem[...ror..e1zATm DI saelww AA,.>a I. e1Nm R.O,NESS.0 ROIMRC ,EI WALL DC AMOCO FM nail I.CH1rAY APPIA;A110N5. • mews GUTTER & CURB GUTTER & CURB INLET CATCH CATCH BASIN / m ��INLET CATCH BASIN BASIN (CG-2) REINFORCEMENT Clean Services FRAME AND GRATE (CG-2) C]eanWa6er\`Services +�• . •+ t, 5 nnG�++ C7earlWakr Services DRAWING NO. 300 (l.V-2) •.,....I'' 16e1..6. Syr 144- i it-0e 1 �RA WING NO 310- RFNSCD I2-06 1 - l1 DRAWING NO. 320 Re*CLO 12 06 DA,•A►.II...eNd.u. 6DC6.a.6/30/2o 6 I iii- � s MLP2014-00005 0 '_"1 I. i U) CC r"-' W A SI7��11 oZ srAoAw own Rw1 � N�wiaTaNaa 11oH-1.1B um HA � ao ao o CRAW Wa A � Ps WM A� _ DD6o II; rl..PLAN Nw W. ma+MADE �TTATTWII?R APE nog II Q$ II j�—' R�"! �. Y r arwwa ii: ~A/rc�r.MP.wo .41116.1111111111101. SECTION B-B ClIAPIENT C .. ...... . 1: a_ .„ • •• PCIIEL •• rl • _ .....• ' • ,. 6 r10M0veuw�i1�nc.Aawn •`\ \\\\\\ / d• id iold • a • ` ': }0 wK tRi cw�0010K �b� N CC cc 8 Q 1 -�`arylE 44Y O K I.- 0 `.r— .. cuss E - { p SECTOR A-A SECTION 6-8 Mt' •II lI,• 1 (l� p Illfppp� �O O N0 I. IS CAST EC110e pull COKomd 10 000A.00rt1 Or MTN E-67w z tqt a r a a'-r .cTar aA��iT /f�f � ▪ l�t, 1 Mf�OR1WLKIlin A. en= R KIaG ASP AWE. 001121101 .. Pl•11D MIAR f••r,rR w wK.L WY SWUM DIVOR b IIO..0 YO.SUMP y/�.� POMP 61F� -// // �� W Y W i 6 awn..1111Tm N K V 1p0.V1 NTTrAta3.Al ATwTm ILL 0101 RIR.IAS0C PIE 7/T•-D //T51C•T,b6 ISasc M Ir sow p'10.ILK31!w!.1wi O• Ca; t NS1ALL SIDI MN IMAM,nee 10 b 0M E TO flow uK b R a MAWR Net •r m RNCMO Ann 14 1011 ET MST ETV IY mar Ta V Out T. POI-cv1 E1t1cTu1�c0I►aNlra TO mc1.T.E ws uTa AA.TtET An AN Nate, DETAIL AKI➢IAaE NTDeHt(ALL PLAIT WTa141t p1.N1 MI 0..t 1. COHOST[dust[NONE WM SLCTNN AND U 000 I CONCRETE.![ SiNpypS AT setN a but Win) 1 ST/JTD PPE TO E LONE SEA AS MANIC UP 70 APO NCLOOINC r PIPE. YA1ta(MAZER THAN r 9tALL HAZE A S STA!/IP►C. AREA DRAIN CLEANOUT FRAME �} TYPE II �" �`'� STANDARD CLEANOUT AND COVER �anwab�x�Sav;c� z DRAWING N0. 380 re K. 12 06 Ow••••mac.••5••�. aberi;ervices O DRAWING NO. 500 ,CKLPD 12-00 -0..apa.al 1..64. 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P'tr"Tem/of way Ta6E&Oval abhYai ICTIES A, ,.N1 Tcr oo sltclwl.0 Bc EIOI PP MX,.TOP MINE c.•:• {L p p p CO.ecOwe le r No IC wee 1uu a ire rACwTT T •.,.:1 - IL R R R IAMCATEO nu.mews LASE=OTNaeE AMMO. ssA _ -- Al*tun WIWwdE/T�•!ni shot nESM YNCD Yd►7AJ I.PPE 111aN ptNl WE w1 v M lOanoO _ C.wcu aAa-w O)arrem f/ '.crier db bra�Yfl7 iwYYd*to g o 'O'i ill W.Ow1OTR ASP C-14.CU 0-ASEM CHY D A-2000 M ASTN M L.K a11tiHN VW 6,11a r t �.,r:,T�L I.w TQ1Y..01i0 WM 1 KC PPE 116.1 N COUP Cmm — not QM PLAN VIEW Ir na O �,"� A1. wow* ,OTUL IDKTN b VI ® A1rtPAy Mrs ' tAACT .AocM N1a...e++o ay.pp AAipp ayp>rr i f At TIT0.11 RN NMCIED ER d IIMt TO IAQ tnSLi TAR ! ®.......p ift A1rOA.Nod 111111 �� A.TI 'Arta ', •,' ®/IrE1+..ablp Ql NTIMaa Aw.T Q ing6 11.Ril0wq ,.Mel 1•p1E10 TAR MN EAIX 1ETTDTHO I +I 5.,... 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STAKING OF SACS REQUIRED ON 0�ae ewrtn.Su N-aOlNalts +C ro'Nat LLEVAlION W TH EJTN:R METHOD 1ATIIG (2) tSrw.us�EIE 90CUM 0 P nh/lAs, TYPICAL$IfTNR�►3TiY1ATI0H T't 2-W000 STAKES OR APPROVED NO s1D.meT CONTROL a• Por ar Iwo PE ufa c NC/OMEN uNA N. a.WphE�aY.i q aA ha tWN SIDE SEWER / SIDE STORM Eon OUTLET PROTECTION " + ''. '' WASNIHGTgI COUNTY �v- PIPELINE ' `' RAP RAP C3ranVl' r Strv;ces °'CEPAAOIBfTOIWOUSE t �I�' 5 PERMANENT SIGNING �py T,REVISED 12-1y h•r�••� .w.. Detail Oro 520 µ, TINCIOC 1TATp1T LEGEND?RAMNG NO.520 ,1NREVISED 12-06 ~r"'fei•'A•''' w EEK.UmID.:MELON PLOT T/AOl�tvmle. P 40131 [I.ECENE am. 3/13/14 WA/At RD.P 6510 FOAM_t/z/mlt R L MLP2014-00005, , 0 O PLBILIC STREET LIGHTING OFTEN A•NOTFF 1 NUMERIC SUMMARY 1 UGNT POLE SNAIL BE 30-FOOT ERECT Bl D.25-FOOT raxrtNG WIGHT CITY OF TIGARD LIGHT POLE LOCATION TABLE _ TRO-PE.CE BRONZE,F1ERO.ASS UGNT POLE. POLE NVMSGt FAH WATTG LUMENS ARM ARRANGEM - P0E APPROVED UGTT POLES ARE I 26 FT 47 3e30 0.67 SiIOIEE� OFID � F6OtuA TYPE PROJECT: —R f Sam- Ds)A/+C A9 si NESPEARE DIR301PKOD oD01 2 25 FT 47 3530 0.57 9101E ow).ME F ASS <' OFT AR(xio-F ,°°'Q-"S Pc-► IB 22 a ?s FT 4r 3a3o a 91aE Eoc>rnoo sT A� LABEL TALC TYPE UNITS AVG MAX MIN AVG/MIN AO oPPR VED SW 93RD AVENUE ILLUMINANCE IC 0.44 0.83 0.11 4.00 J liallii P�APPROVED s ARE: StARESPEARE EPISS3 ONBI 31UAYOl OCT 25-STUB-LIP AO DS&STUB-30 SW EDCEWOOD STREET ILLUMINANCE FC 0.53 0.85 0.13 4.08 1406 11 2.,LRNCTION BOTES 9IA L BE POE APPROVED SPU E BO1ES. j lis PCE APPROVE JJNCTION BORES ARE: 3 �ARII�OR�G., A A421o0fw67TAxte-PEE i I SAk\,O AOA r x 4. NtIiNL au13241ef1 I I LP ZP z a I 'nmac'at'paw sruu.BE es at LO mem;ARLLA I ; 3 ) I 1 LtNiOIAIRES MALL BE POE ARCM 47 UTE LLD.240V,MAST-ARM OWED, SW E D G EW O O I • gi I BRONZE 910EEEN FIAT LENS MCRAE RTN A NLAIAL DOER FACTOR REACTOR BALLAST WIN TUSILDOL PE RECEPTACLE 1.u1.3.1n1.n ,1.3.1.30.33l....1.nl.wl.nt. milli.a.t.. 1.1111.13 - ,.I.nl ni.wl.a l.xl..l.w1.n 1 n n mrt,. 1.ai... il,1,. - P'E APPROVED 6tO BOX UNNAiES NE 47/1F1'O_SIR-U -7Y-NT-02-I-U-Z-703-43K-R-UR-SPX 1. ww .a 1... ..•� 1.., - .. ..6 a ,. LaINi.0 LULL/la.InI nl.n Lw l.a Ln At LgA.n 1.0 .,t,p._ — - - ✓B 4,TIE 1#gTOEIDCIRIO CCNTTIR 9W1 E POE APfi�MINCED LIE T61lDOK m I l.n 1......e.0 e.n i.n b. 1.31.1.33 1 3111311.331.33 L.b.. .,.t.0 iB FAL-ON.OEECTRONC,1DS-300 VACS BO NL PER NO 1b.10,BRO4ZE WAND,L 5 UMW q RIRN-at,RAM=ON'TUNGSTEN(IBDO VA BALLAST)1.d1 IOBf-OFF RA11 !. — -- — _ I. la.k a !. 1' l.n �1. l.n l.n 1.w1.w ..:L� 1.1 TIIIM MA DELAY. BLADES, Y MAID)CD5 CELL.MO 110V,2-4 MC — i `}\ 1...1_n 1... ... KtAPFRO�ED PPOIEGECDBC ODFIRO S NE:5453 - `-- • --..-- _ e ' T. n — _— 1 1. 5.TIE IRK FRCAI TIE,PUCE BOX TD THE UIOLAEE 91ALL BE PRE APPROVED/IGABC, �� 1/ t,n 1,, 6CO-VC T,3-CC/CUM&CATS B STAKING ME TC WIN 4S-NL YMLOtT REDSTART / \ ." PVC,YLOET,SUITABLE FOR ORLCT MED APREAEONS RATED BOO DRY NO 75C EI. / \ I i 1 Q 11 -- r4 MACE 'I 0 FOR 240-VOLT APPUCAD015,TIE PE BRNO COtFIGURADO!K O1 ' q EM(MOM) �I B. ALL WIETBALS AND IORKBANSW DWI COIFORN ID P.G.E.50EDUIE'B5 OPTION I A'SET)1CATENS. ALL YATIRN TRS S NO TNLATD BULL E APPROVED BY PAL I I el LA7NT POLLS NO STREET MIS ID E LYSTAULD BY PAL (L �V-t >.LOWING ONIRACTORANSTALLER 6 SCtF1Y RFE i0R NS?AUAIIOI OF /• INt� Ir r. #, ii L"1 COWL?INTOUAL WED ON0JFEINT PIE!MOM RATF]BAL UST NC JURISDICTION (V SPECFlCA1DI5 AND MOWS.U 4T POLE NO FIXTURE 9B IOTTAL TO PREFER 'TI" ' LP AWSDICDO)FETED, i ' 1".. V 1 M1TH5LED COBRAHEADMFlXTURE r� rl ,, (X = POLE I). I �� '�QIMo-MON--FD1Q� f I, i— 1 1 1. 1. I /�4, 1I,, 4. rp. 6 JiriD ri I I 1i..1I- r, Q I f SAX SOS 1BOfl /4 �;� 12 •ses e 1 ./ori .1 1 CD it 5 / s r�1: „ LP �Lnl.n�.0 , i 1.14-n I ..,,,,r 4.,I.V 11,11 0 i 4:) IFP ..-` �.la1. 1 w i�QQi��.. 1..s 1. 1. +, p� I4 a la I r I , 410-- STREETLIGHTING DESIGN I', �t . ROB est,. / F I� Scale: 1"=20' `h:^''1s:3Wir.0� I1� � DWG.NO \s S' ...) , -Li ruts.. I ' -_.._.. MLP2014-00005