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10230 SW 90TH AVENUE t eo LDC JOB 3100 r Laf 1 F- 1 .1 "r r` 0 � 19cD) � U NA CSU, O CA LL_ < 0 TAX '_OT IVA E I Z Q O 0 j TAX LOT TAX LOT 805 � H � w 902 903 - w W Z w I� W 1(n) ------ 2003�00u`u�'11 < - TAX T M w Cl PARCEL 1 Z a 8 TAX LOT 200300011 a < O 0 901 (03-11-P1) TAX LOT T 7 800 FZ40 a j PARCEL 2 Z PARTITION } i 2003-00011 1-'J Z < ___________ C" CFA TIGAF� OREG, T- X y I . PARCE _ 3 to TAX LOT ��� �� PAR ON _ UJ g O t V, 1001 , 2 -00012 O O CC �� 3-12-P1) P� Q O M z ----------------- I DRAWINGS _ Lar __ - J _ R SHEET INDEX CIF DRAWINGS, LEGEND a- O O 0 PARCEL 2 TRACT A 4\ Ci)RAl UA I CONSTRUCTION NOTES AND CC-'Vj"TRUCTION DETAILS o;j F-- O >_ W TAX LOT PARTITIO �i 3 GRADING PLAN AND EROSIM CONTROL PLAN .- 1002 2003-0 12 p� 4. PUBLIC SANITARY SEWER dt WA TERUNE dir PRI VA TE STORM DRAIN & DRIVEWAY PLAN ` (03-1 P2) I > 5. PUBUC SANITARY SEWER dr PRIVATE STORM GRAIN PROFILES, AND DETAILS o m 6. CONSTRUCTION DETAILSa Q.. I �O Z LOCUST ;T. ` TAX LOT 1101 P 60 0 30 60 120 z o U) lJ > 4J Z I SCALE: 1 = 60' — METZGER SCHOOL w a' f— — W_ J MAPLELFAF ST. Q Q TAX LOT TAX LOT Z � � 0 l.iJ 1102 1100 �� G METZGER SCHOOL SITE p (' _ W 0 LLJ > Ill 0 v U W cn F Z �.- OAK --�_ - VICINITY MAP NOT TO SCALE �D LEGEND BENCH MARK INFORMATION W WASHINGTON COUNTY BENCHMARK # 36 Q U OSHA BRASS DISC ON SW CORNER OF CONCRETE 4 2/5/0 • 2, 3, 4, do 5 PWN o 1_0 3 XSD ---(p- EXISTING MANHOLE & STORM SEWER —coM EXISTING COMMUNICATION LINE BOX CULVERT, EAST SIDE OF HALL BLVD. -� w�>_o PROPOSED MANHOLE & STORM SEWER -xc - EXISTING GAS UNE 100' NORTH OF OAK STREET INTERSECTION. 1/9/04 3, 4, do 5 PWN ce �\� > GV ELE JAl10N = 169.70 11/26/03 All_ PWN o_ 1 8::Cr FSD -� FUTURE MANHOLE & STORM SEWER - EXISTING GAS VALVE _ _ TEMPORARY BENCHMARK: SANITARY SEWER MANHOLE RIM ^ - - UNDERGROUND TELEPHONE LINE IN S.W. 90th ST., APPROX. 60' SOUTH OF RIGHT-OF-WAY uj o U o EXISTING INI ET & STORM SEWER XT EXISTING UN Z 10/31/01 ALL i �� CH BASIN & STORM SEWER m EXIT LING TELEPHONE PEDESTAL OF S.W. MAPLELFAF STREET (NOT CONSTRUCTED) m a-~a-a PROPOSED CAT ELEV. 193.38 U a cn a a REVISION DATE SHEETS BY o >» > 0 uj W W rn PROPOSED DITCH INLET & :,TORM SEWER xc EXISTING UNDER GROUND CABLE TV LINE s PROPOSED CG-48 MH & STORM SEWER rd EXISTING CAB Til PEDESTAL N t �CP 4 r LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION � � Yo wN PROP05E0 CG-48 CB & STORM SEWER XE EXISTING UNDERGROUND ELECTRIC LINE G� Ngo c PROPOSED CG-30 CB & STORM SEWER 1 EXISTING ELECTRIC VAULT a n N xss---� EXISTING MANHOLE- & SANITARY SEWER EXISTING UTILITY POLE THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.;41 TO 757.571 v /� t qj Q � ' � w IN LOCATION AND PROTEC11ON OF UNDERGROUND UTILITIES. OREGON LAW REQUIRES YOU PROPOSED MANHOLE & SANITARY SEWER # EXISTING STRE.ET LIGHT TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES 3J n� 3 — PROPOSED S EET LIGHT ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN N�` W o m o < ; o Fps---� FUTURE MANHOLE & ,.TORN SEWER COPIES OF THE RULES BY CALLING THE CENTER. M_� EXISTING CLEANOUT & SANITARY SEWER PROPOSED COBRA STREET LIGHT M N PROPOSED CLEANOUT & SANITARY SEWER -°- EX12TING SIG --�- PROPOSED SIN (�..►4,1-K./' •�e�,•►cc S ; 2c.. S�ti � f3< P cam" �`�''°-'� 0 F' 0✓�97�.�• � j ----+ SANITARY OR STORM LATERAL � j ~ l c cx� RETAINING W ll_ - Q xw — EXISTING WATERLINE (ROCKERY)) ° •9, L ENGINEER'S NOTE TO CONTRACTOR: ° PROPOSED WATERLINERE RETAINING WALL (KEYSTONE)�7C� T ) -- FW— FUTURE WATERLINE EXISTING STR 'ET BARRICADE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES -pQ-- a PROPOSED STREET BARRICADE EXISTING WATER VALVE & BOX SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TOwV THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE E --�-- PROPOSED WATER VALVE & BOX Q CURB RETURN NUMBER SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY a MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR —Q--- EXISTING REDUCER 2 CENTERLINE CURVE NUMBER FURTHER ASSUME'--" ALL. LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS �y 1 , N OR STRUCTURES SHOWN OR NOT SHOWN ON DIESE DRAWINGS. CITY OF TIGARU 5841 I •�---- PROPOSED REDUCER HANDICAP RAP 10 BE CONSTRUCTED -----v EXISTING BLOWOFF WITH THIS CO TRACT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY Approved..... .i.-k . �!M-!�.�.^g.............[ AJ: o C FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Conditionally Appved................. SIDEWALK TO Fc CONSTRUCTED ro ( 1 �� o N --ilr PROPOSED BLOWOFF INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY For only the work as described in: 15 WITH THIS CON-FRACT D TO NORMAL WORKING HOURS; ANIS THAT THE CONTRACTOR SHALL PERMIT NO.1PLM_Z.00 A - Do a, I ��'' N• H�' '� o -----� PROPOSED C.A.R.V. I AND NOT BE LIMITED SIDEWALK TO BE CONSTRUCTED DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL See Letter to: Follow_...........................[ J: EXPIRES: os 3o/2oa� o ---- EXISTING WATER SERVICE BY HOMEBUILDER LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS Attach...............................[ J: -� PROPOSED WATER SERVICE $ INSTALL SUR Y MONUMENT, FRAME PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE Job Address:�o -QSw awe`' Ate. �c,e No.: AND COVER PER WASHINGTON COUNTY DETAIL ENGINEER. gy: 3y�w\:►t ,,,..... Date:�Lb(�.�oy 3100 EXISTING FIRE HYDRANT M404. MONUMENTS SHALL BE INSTALLED - SHEET No. o AT ALL CENTERLINE INTERSEC110NS, PCT'S, PT'S: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL DEPORT ALL d_ PROPOSED FIRE HYDRANT PI'S (WHERE I PAVEMENT), AND EYEBROW DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. RADIUS POINT;. OFFICE C OPV oF 6 t 90th Ave. 10230 L 7 PLM2004-00121,MLP2003-00011 V O rvRl\ 3 1 of 6 CITY OF 'riGARD CASEFILES MLP2003--00011 & MLP2003--00012 ►---I- I If- ►-1 ►II__I ..I I II I ►�I II I -I I—I - - `-��., � - - _ NOTICE- IF THE PRINT OR TYPE ON ANY IIII ►I ! IIIIIIIIIIIII4 IIIII �IIIII ►II II ► I 1IIIII IIIIIIIIISI► Il IMAGEIS NOT AS CLEAR AS THIS NOTICE. -Ili ... --- —G) IT IS DUE TO THE QUALITY OF THE ""'e 6 =- _ ( � 1 �� IIIIIIIIIIllIIIII►II�IIIIIIIIIffIIIIIIII�I�IIIIIIIIIlIIIIIIIIIIIfIIIIII � IIIIIIIIIIIIIII�IIIIIIIIIIIIII i8II III1III �, t Zi L 8I�IIIIII �III�ORIGINF.L. DOCUMENT lllllllllllll[u1II1I11iuN111e I IIII III ►111(► I ►IIIIII►► III►IIIIIIIIIIIIIILII I� I IIII IIII IIIIIIIIIIIII I III I III III (1111 I It GENERAL NOTES CONSTRUCTION - N0TES: W 1 1. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC COWROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL F-• DEVICES FOR STREETS AND HIGHWAYS", U.S. DEFT. OF TRANSPORTA-PION, FHWA, 1988 ED. Q 2. TRAFFIC CONTROL SHALL. BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE NTH THE CITYS STANDARD (L SPECIFK:ATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL. PLAN. A ._ COPY OF TIME APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAIL.ABLE AT THE WORK AREA. U) W 3. PUBUC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TiME. WITHOUT HAVING FIRST OBTAINED ARMEN � APPROVAL FROM THF CITY ENGINEER. Ti1E PERMIT HOLDER IS RESPONVAf FOR PROVISION OF TIMELY (, MIL-"y #t•au4 Nufs�l ,amw NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., k AM 11017 O iJrITMY -_ {est w`uc SIDEWALK ADJACENT_J��j$$ oe� rw �•4+ coves cvr ,r w �0TM lUl1LATW FIRE 1! RESCUE) AND TO 1TZI-VILE AND 11GEA0 AND E>fAVERTON SCHOOL DISTRICT. U VALVE ar:Fx _r MFL.rI,•r 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPiION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC twain a 110°""" - BY PLACEPCNT OF' AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA '12 HOURS ALK o o (� (MIN.) E:FORE INITIATION OF CONSTRUCTION WIM W. � O � u•Na �• NIN --� .. v rw LEAK FL r ` \ @� I OC it 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT Ail I MES, INCLUDING NORMAL D:l1VFJtY SH]iMCE Z W O r,Y• r MA1riAJ11!r mm 0 ( p 0 AND MAIL SERMCE AND IF NOT, SI'All BE CAUSE FOR WORK STOPPAGE UN11L EFHfCTIWk ACCESS IS 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED W m,wet„Q , S S FSTABUSHED. (12- MIN,) TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPi-ACED NTH PIT RUN CRUSHED ROCK. �!I To�Or-CAST" '=AID P1m AID YwYwt 0.w W1TaIlI1Tr wAlt AMD oDIwI o v THE ENTIRE SUBGRADE SHALL 8E THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF rooiar . i Li an ua1s/m 11Q•fA/�T Na 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR 10 INITIATION OF V) > '� Wr,�N IIL.N-64M ""� 0 CONSTRUCTION WORK AND SHALL BE EFT`ECnVElY MAINTAINED. 95X OF 'f-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. Q O � ,�-v DUCTM ares PM NNW '� 0 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. TO 7:M A.M., 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT n \ + AL rEu�sl MA�aI SrcrKays � ID m (1.4.�R h t�.,�-r' MONDAY THROUW FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR BETVEEN 9:00 P.M. TO GEOTEXTiLE BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS TO CONSULT � Z M O v, NEOKrAll1M H LLIMC 470. "A"""Y' - r_-�, 9:00 A.M. SUNDAY. WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE ENGINEER. Q .� O L ALL POLMD M PIACE C07OFIE!WL HAYS A 2S DAY asT N NDIF•4NwN NPIOLIT / -�' NEGMIIG RCrAara- / •^ SIOEI4TH OF 3000 PTI.AND SJW OL 2-TO 4-. srANOMo aoosTIRIC Q-40 wim mm � 3.All �ATMTs SHALL rt SEXED WIN P��lVAM Pum' ANITARY STORM 8. MINIMUM TRAVEL LANE WIDTH SHALL BE lYlE1Vf (i2) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE 3• THE CONTRACTOR SHALL NOTIFY THE (',TTY OF TIGARD FOR INSPECTION (1) MIEN THE s• GATE VIM_YJE NO'ADED FOR. OAeThla XIII AS WIT-ICAL Ma 2.NAM-+LOC ON AM >S'mr , A camcam nes Pm fir, N ILL APPW=DUAL OUNFOOM 10►QaAL WMPrwT1ISI 2+-114' _ SUBGRADE IS COMPLETE, (2) 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND SM Nm lb T1 4.AU.�aml.�AUN TO M,r W wul 0 -- 9. THE CITY RESERVES THE RIGHT TO ADD f0 OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE (3 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF Tl-IE WORK. � wYTDTTgIT. NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TTI ASSURE PUBLIC SAFETY. TmwUrT �lf]N]c a PW O11M61101G OF 24.ON DRAWN NNAU NFOUPF A SIFT.NEE MM 0 ANO INS OF F OCTAL.ON _ Q L PPr DleAM HOF Pun aMJII MANarNs sIuI �"DlMaaw IID (VANSA I sea"V-4 1Q BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMMT HOLDER SHALL CONTACT THE CITYS PRIVATE 4. TINE ROADWAY IdUST BE PROOF-KILN LD UNDER INSPECTION OF THE EN(yNEER AND TINE CITY OF 11GAR0 A Z 7. "PODI1dIDE„",. a°r'OF NTAND ACT t°i,,mmollm„;A� I �'A"'"�"-`� I � ' T SUBGRADE AM BASEROCK INSTALLATION AND WHEN THE LEVELING COURSE IS INSTALLED PR10R TO PAMNG (0 DEVROPIMFNT REVIEW ENGINEER, 0639-4171) TO ES ABLJStI A PLACE. TIME, AND DATE FOR � 3 L,LI e- Q SIDEVALK WITH PLANTER MM IO F.SHL O IDDI PPE WILAWW"u MFJ� • L• Na ON TNw MW FAC'ar THE MANIOL 77" { PRE-CONSTRUCTION MEETiNG. ��- � � • � � STRAP AT C,� a aerMA)E of EMIL OF PPE SHALL NE 2•MNNAAI AAD - ' - �i I d - ��- �-/�/`�-/ /`�' O 4' TMX 4•MAMMUM OIrAR e>i PPF-All-. L TNI DETAIL unm TO MAN"S MW*DROP OF u• b IY�+IIA>• 11. THF. PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS INSPECTOR AT 639--4171 TVIE:NTY-FOUR LLJ no&4wmy cammm111 Am 4N•wN smwl - ,- (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PROR TO ANY STAGED INSPECTION O _ r KN 1 L TXMK*u� �KAG T AW FF Inpal ACAs ---- (SE[ ATTACHED LISTING) AND AFiTJT COMPLETING WORK COVERED BY 1}IE PERMIT. U BUTY NOTES � 0 •,• NwI s� FLANS s- 12 A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND d Irumw ALL AMENDMENTS MALL BE AVAILABLE AT THE WORK AREA. ALL W W SHALL CONFORM TO THE PERMIT 1. ALL UTILITY PIPING (WA.-ER, SANITARY, STORM) IS TO HAVE AN 12" "SKIN-TO-SKIN" CLEARANCE UNLESS '- � T l� (w MUM) mum TOP OF TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN OTHERWISE APPROVED BY THE ENGINEER. LTJ O •� , •, , il 41 �4m�ly r t am TP. •, PP[To MAwcu • �swill '�'mumm IQ .zwm _ "-'�'z'.__ __-- AMENDMENTS AND TO THE CITYS STANDARDS AND SPECOCAT10NS AND TO THESE GENERAL CONDITIONS. }- M--- UI3/4%8IM -OW W PPE 2. TRACER WIRE IS TO BE INSTALLED ON ALL NON-METALUC LINES AND HE ACCESSIBLE IN VALVE BOXES AND• � arsCHANCES TO ANY OF 111E AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OG' MiOR1( � CV > FERFORMANCE. BLOW OFFS. TRACER WIRE SHAD.. ITE 18-GAUGE SOLID CORE, COPPER WIRE WITH "THIN INSULATION. THE I-- (\ '.3. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. FOLLOWING COLORS OF TRACER WARE SHALL BE USED WHERE APPLICABLE: L!' Z ��7�[��� ,.;•••_a.:v.l :_!'r Onwoma Norex: THF WORK AREA AND APPROACH ROADS SHAM. BE MAINTAINED N A CIEAN CONDNTON, FREE F7M�JM WATER - BLUE CTV - ORANGE 0- © O LL tiaTES. Ir IMAM OF lr�aarACTeID r':,-'�fi9►'s" '� •3131JKE1lW NOT =UR USE N -RIVTIG AREAS Oi GCA1a:CTOR AND ARIE:RIA_STREETS O 0 MiR YA1w1aAl ••�' ' <�vr�- 2. C.flYrl ANTI 4Mr' SINAI I Hr MAY rAST IRCIN ASTM A-4R c As•: 30- OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMT HOLDERS CERTIFICATE OF INSURANCE SHALL BE SEWER - GREEN GAS - YELL.OW ELECTICAL -• RED L fOfi CQiEClId1 TT] E,QTTeai!LAOIS ULE TAPTiAG SLEEVE .. .1 COVER AV7 E TD BE NACHINm '-D A TRUE BEARS40 ALL AROUND. OB a ArcamlMErE Y/ETH asTwcT QMttPIlCrD>rl tPEC61G1TTOLt ,• 'N '��• AV.. ,BLE AT THE WOW( ARIA � ~ O i••�'� ~ �!.'Z 4. NOTCH LD = UFflsO HOOK- t pnVME A e FT CHEM SPACE AA"D COPOLMFIMCMCE OF FW HYMV.,. _ -- - - _d.� ------ 3. PHONE CLOSURES, POWER METER BASES, POWER TRANSFORMERS AND CABLE CLOSURES SHALL BE LOCATED U SUBURBAN SND STANDARD 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS nR EQUIPMENT OF ANY KIND UPON ANY PUBLIC BEHIND THE CITY OF TIGARD RIGHT-OF-WAY IN THERE PUBLIC UTILITIES EASEMENT UNLESS SPECIFICALLY ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE APPROVED BY CITY ENGINEER. ALL OF THESE MUST BE: A MINIMUM OF 10 FEET FROM A FIRE HYDRANT. FIRE HYDRANT DETAIL_ NOSTANDARD MANHOLE � ' MANHOLE Fr'.HA►IE AND COVER M�4�anJ6d 5crviocs PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CtfAPI UP AND STOPPAGE OF WORK TO ACCOIIPLiSIH 0 m ^Q �- k �� 6terAMeta2l�t STANDARD MSTALLA-rm 101 Or4NwnYIrdkd=L DRAWING N0. 110- /ST I oaT4erlSkn4NtM4lMf. d � L.L. �.lca .< CLEAN UP. DRAIMNG N0. 010 REVISED U2-0,1 [L• 15 EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED -� - MEETING THE D.E.Q. RECUIREMvIFNTS• THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION WD STOPPAGE SANITARY SE.WLIIJ Pgvrr uIc to Im PLAN 'ala OF WORT( TO ACCOMPLISH EFFECTIVE EROSION CONTROL a$ Maa1 rP�w DIiE PANT I-�'1-0' r 1VE P*RM W OM a - 1.A�.SEEPS mw E CONFU M To Ira v�am rAaolr �,�HM OF,wn,C-4M 1. ALL SANITARY SEWERS ARE TO 8E 3034 PVC, SDR 35, EXCEPT AS INDICATED ON THE PLANS, OR WHEN r--sem--i ° HE MIT AW 16. PROPERTY DISiURBED BY CONSTRUCTION ACTIVITY SHALL. BE SEEDED WITH A STANDARD GRASS MIX; MIN COVER IS LESS THAN 3' AND SHALL BE THOROUGHLY CLEANED ANC TESTED IN ACCORDANCE WITH I 3.ALL e)MD'S WTMW A MANHOLE SHALL- SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL. BE CLEAN WATER SERVICES STANDARD SPECIFICATIONS, R do 0 00-07. (n s - E Or TIC GAME AM TYPE AID EM onaa 0.r uMw►TaM svt REESTABL15FiE0, REINSTALLED OR REPLACED, W17H LIKE KIND AND MATT3i1AI_ � J {"Z'-'0." • c 1-1 4• ■Atm mw[Tw)4 1 I SECURE :x4 IN Pum 1-+ 1 17. EFTECTIVC DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTR01 LED WITHIN THE WORK SITE AND SHALL 2• A SANITARY SEWER CONNECTION PTO T IS CITY'S RED TO BE SECURED, FROM THE CITYS BUILDING Q Tr '�A„�01F1�-� AOANST PluO W/SAaOLLL /q' T T DEPARTMENT, PRIOFZ TO CONNECTING TO THE CITYS SEWER SYSTEM. M PFO@ENT PUKI OLON " ::? ,��/+ BE SO ROUTED THA, ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS N(, O �41 �' � ADVERSELY IMPACTED. THE CITY MAY AT ANY Tll[ ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO Z LLJ h6. PROPOM Lm �ON,� �n �'y -Q AC!'.(?AIPIJSH EFFECTIVE DRAINAGE CONTROL ( 1 - r - ., MUM& 10-3/r 18 EXCAVATORS !JUST COMPLY WITH O.R.S.757.541 THROUGH 157.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY SIAM --- G Q Z 1.POI MY CCWM CW ALL SID[ETETI AID 1RitOSI mram ••• ., mn�-Trw to r AID 1d Mtiw awi sc wnI rAc�r 1!' -..'L► COMPANIES FOR UNE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHAD. BE - z Q �- PAa1anlTdr-Err Prr1NYIa Lana OU MM APPMAL 2L4 .�,,'::• CORRECTED AT THE PERMIT HOLDERS' EXPENSE. 1. STORM DRAIN PIPE JOINTS SHALL BE GASKETED UNLESS OTHERWISE APPROVED BY CWS AND CITY OF j0FFFXlEtm TOR MA1�&awu K M OF M POuaDla 0 < IPAOPBITY LINE ` Mei.MU-3n4 aLLE Earn Omm •` " 'r TIGARO. V Pa swrmy oc enae - A i:°•" 19. CONTITACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HOPJZONTAL LOCATION SSE NotE No 1 waw PILI wmw.a Prue ' 'r :a' a°OS>KIw AM C-14,Circ 0mVLY1m PLASTIC PRiOR TO START OF WORK (POTHOLE BEFORE WA NG IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN 2. ALL STORM SEWERS SHALL BE THOROUGHLY CLEANED AND TESTED IN ACCORDANCE WITH c � a NAoai STUN CUS*40 wIN OR R�IOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES CLEAN WATER SERYC.ES STANDARD SPECIFICATIONS, R do 0 00-07. F- ADD " AL Loo w OF m"n 0.r or PLANG ss- r� .o Ioramuff I: -se! MUST BE APPROVED BY TIE CITY IN ADVANCE OF WORK PERFORMANCECONTRACTOR SHALL COORDINATE THE (� ,a FACE wwr I WORK MATT AFFECTED UTILITY AGt7rCIES z �� � Z -'• -r: �' ` `/ HT 2X4 cxrOR CODE mrIFACE 'I"'E •1. 1 /r FOR 20. ATTAIPORARY HARD-SURFACt PATCH (COIR MIX AC OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES ITER SUPPLY F s DO Q ..r`' `DTP (�+> AR+9 \ 1 �3ti 1r s>EP WTHIP ROADWAYS AT THE ENO OF EACH SAYS WORK. NO TRENCH, ON SITE OR OFF-SITE SHALL BE LfrT AT ANY Z U TIME 1N AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR 1. WAiER MAINS SHALL DUCTILE IRON PIPE CLASS 52. DAMAIE RESULTING FROM THE PROSECUTION OF THE WORK. < LAeEl MAaallc TAPE wrH BUCK LEITrsINwl �•.,: �'.o aNOUNo uw�, •cAunm�I summ saoa- 2. ALL WATER SYSTF�V! WORK AND MATERIALS SHALL COMPLY WITH TUALATIN VALLEY WATER DISTRICT p FMW 'r'"11T10H SfOW ORM eI M KIM' � l r'} '4 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) SPECIFICATIONS, THF OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES CHAPTER 333, THE cuslamm WE PLeM Ir "T�,s PIPE Mo 2x4 AS MAY BE FfCESSARY, IN THE CIT`.' INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH 1998 AWWA AND _,hi: 1986 APWA STANDARDS, IN THAT ORDER. PN 3/4•oxvAlaD eAR OCCURRED IN CONJUNCTION WITH THE WORK AU IHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT •y . '�'°. THE PERMIT IMOLOFR$' EXPENSE_ 3. ALL WATER UNE PIPE TO HAVE MINIMUM COVER OF 36 INCHES AND A MAXIMUM COVER OF 42 INCHE=S P71C �-- �- ~ MATERIAL -• r. • . [--2 i REmmmm ��--- PLUG ►:;I .• . Ir MEASURED FROM THE_ FINISH GRADE. WATERLINE BACKFILL AND BEDDING SHALL BE AS FOLLOWS: -_ _ °u.vANlgn :!•: •' a IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE c (3/4• DIA.) c, vANIgD DEFORMED REINFORCING eAR. J 22 ONE I,S-MILT MYUR GRAVING SHOWING ALL NEW PUBLIC IM I A. ULL DEPTH I T REINFORCING BAR CONFOftING WH ASTM A-413 GRADE 40. }• a PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT MHK;H MAY IMPACT AN EXISTING � '` GALVAWL70 4N0 WTH ASTM A-121 PIMBI.K' SYSTTJII OR FACILITY, SHALL BE PROMDr'D TU 111E CITY BY A REGISTTIiED CIVIL. ENGNIEER AIDING WITH AN FOR WA,Eh iNSTALLATIONS IN STREETS, DRIVEWAYS AND AREAS SUBJECTED TO TRAFRC AS SHOWN ON -_- --� tVNIMUM SLOPE FOR 3/4'-0 PIPE ZONE PLASTIC .•:.'•'•''•'� ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). THE PLANS, OR WHERE DIRECTED BY THE ENGINEER, THE TRENCH SHALL BE T3ACKFII!_ED FULL DEPTH WITH oB r Musr coNFOaM AS1V c_4,a •'•A CRUSHED ROCK OF 3/4--0 SIZE FROM TRENCH BOTTOM TO THE TOP. THE ROCK SHALL BE HAND PLACED W e- PIPE - 0.010 MA)MAL AS GPE(YflED I T WERA 4• PIPE- 0.020 arm-REINFORCIN BAR I OINUM I/r GRADE e0. m• ANO COMPACTED TO ONE FOOT AEiOVE THE PIPE. THE REAAAINDER OF THE BACKFILL SHALL BE COMPACTED Ne SUPPORT TICE SHIN MEETtxr RE 0.F AsrM AST3 ENCAPSULATED 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUEUNE AS-BUL..N (OF EITHER E STOP PEDDLING anAva, wTM n.Snoa COProLmm�� OR BOTH THE STORM ,1N0 SANITARY SEWER SYSTEMS) MAY BE REQUIRED BY 111E CITY FOR REVIEW AND IN LAYERS NOT EXCEEDING LIMO FEET IN THICKhIESS AND COMPACTED TO ATTAIN A RELATIVE DENSITY OF v M o �FT.o FM Tu>h AMMM�IMF ATAT a FT PURL usm WW u_� i MwoLuM ro- "m ELEVATiON �+�� � 47M MVANM STEP APPROVAL PRIOR TO CGNNECTION OF ANY BUILDINGS TO THE SEWkR SYSTEM. 95% OF AASHO T-99 TEST METHOD. In N ANCH 24V,SKIFT . THE PERMIT HOLDERS ENpHEER/INSPEC11X2 SHALL SUBMIT DAILY INSPECTION REPORTS, Gid A MEEKLY BASIS, TO B. BACKFILL UNDEREXISTING UTILITIES �, copm jus" THE CITYS INSPECTOR. (SEE DEVELOPER - ENGiNEI-R AGREEMENT NOTE 15.) WHERE THE PIPE CROSSES BELOW AN EXISTING PIPE LINE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, 5 z z z SIDE SEWER / SIDE STORM ' MANHOLE STEP THE TRENCH SMALL BE BACKFILLF.O AND COMPACTED TO 95X MAXIMUM DENSITY, T-99 TEST METHOD DUAL WAT SERVI( (�DETAIL No. CiranfAatcr scr p �mm sffVm 25, THE CTYS INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION I- TESTS AND OR REPORTS FROM THE WITH 3/4"-0 CRUSHED ROCK FROM THE. BOTTOM OF THE TRENCH TO THE SPRINGUNE OF THE EXISTING W District TYPICAL DYSTAL_AITI[fId PIPELINE RFNSED 02-03 O.ro".aII...II•.1...• DRAWING NO. 100 REVISED 02-03 ai�b+M' PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE -LWS OF MATERIAL OR PIPE AND FOR A DISTANCE OF TWO FEET ON EITHER SIDE OF THE CROSSING OR AS DIP,ECTED BY THE � C) U DRAWING N0. 170 -- ------ CONSTI?UCTION ADEQUACY/COMPUANCE SUCH TESTS/REPORTS SHALL. BE PRL;.!DM Al YHE PERMIT .iDLDFRS' ENGINEER. ~ - - --- 26. TTHEEPPTRMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER D%)W*T�NT TO C. WATERLINE BEUUING cLAss 'A' --- sass 'c' THE CITY FOR EACH OWNERSIHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EWTENCE OF DISiLRBAL(CE NO �F'ECIAL PIPE BEDDING IS REQUIRED WHERE WATERLINES ARE LAID IN CLEAN, SMOOTH TRENCH, FREE a LL a l onMrllCi>D WK NAim 1499rAL DUAL M aaM Na wo RF.SOWTION AND OWNER SATISFACTION. CF ROCK OR OBSTRUCTIONS. IF RO.:K OR OBSTRUCTIONS ARE ENCOUNTERED, 6-INCHES OF COURSE SAND Q �P�~ III= SHALL BE PLACED PRIOR TO LAYING PIPE. IN ALL CASES, PIPE SHALL BE FULLY SUPPORTED ALONG ITS � W W W 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURYEEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL ENTIRE LENGTH. WHERE PIPE IS LAID ON CLEAN SELECT NATIVE MATERIAL OR IN FIRM NATIVE GROUND, �� MM-all MAW IE Af THE PERMIT HOLDERS' EXPENSi`. CARE SHALL BE TAKEN TO DIG OUT FOR ALL PIPE BELLS AT PIPE JOINTS. N I-i =1 uur Na"O_\ eo 28. THE ENGINEER 5I NOTIFY THE WASHINGTON COUNTY SURVEYOR *0 THE INITIAL AND FINAL LIFT OF 6 G"AOE' ASPHALT HAS BEEN PL,:JJ). 4. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT PIPE INTERIORS, FITTINGS, AND �' z THE DE AILS ON THIS SHEET WERE PREPARED VALVES AGAINST CONTAMINATION. a N o 29• 11# PERMIT HOU STALL f+rinMDE TO 111E CITY INSPECTOR, IN W211TNG, THE NAMES AND 24 HOUR ° �' E BY PUBLIC AGENCIES AND EQUIPMENT EMERGENCY TEL�-nONE NUMBER OF IWIO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE z + F1i1SH GRADE--/ '� • SUP VERS. THE RESPONSIBILITY OF THE 5. FITTINGS AND PIPE SECTIONS THAI' WALL NOT BE DISINFECTED BY CHLORINE IN UNE FOR 24 '� �� O Go `r'• • CORRECTIVE Af.'PON AND, iN GENERAL, WLL BF RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT '� L +- 1n PR ECT ENGINEER IS LIMITED TO THE HOURS SHALL HAVE THE INTERIORS SWABBED WITH A 5X HYPOCHLORITE ``IDEATION BEFORE au o -WATUrTIGHT PP[PLuw HOLDER SHAD_ NOTIFY THE CITY INSPECTOR, N WRITING, OF ANY/ALL ASSIGNMENT CHANGES. tD nOPW S LECTION OF THESE DETAILS AS THEY ARE INSTALLED. C C �' "I o ••� - O U r7 'D PPROPRIATE TO THE PROJECT, 30. THE PUMiT HOLDER SHAD. CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE ro pa o 1`D v-2 j " 6. CITY APPROVED MECHANICAL RESTRAINTS AND CONCRETE THRUST BLOC.',:S TO BE CONSTRUCTED AT TEES. z rr w • r ESL aLSAR1a `P"OwE t/4•-o PILI A NILE AND 24 HOUR EMlERGENCY TELEPHONE NUMBER ()F A OLSiGNAIID "COMPETENT PERSON RESPONSIBLE Q, C z ci z I- ; rn P�rt� I 0.MPw> r I moo "OPrAmOuo FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. ' CONSTRUCTION, SUB-DIVISION P - J BENDS, FIRE HYDRANTS, BLOW-OFFS AND WHERE INDICATED ON PLANS. THE MINIMUM BEARING SURFACE C� crj C, N T< ; c e 4 J� I %►; - atANOLrt ` AGAINST UNDISTURBED SOIL IS SHOWN ON DETAIL SHEET NO. 25. CONCRETE SHALL BE ALLOWCD TO o a EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY WSPECRA, OF ANY/ALL ASSIGNMENT CHANGES. N, CLASS - � M CURE BEFORE PIPELINE PRESSURE TESTING. � c �) 31. IT IS THE SOIL RESPONSIBILITY O THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR Q' IIIIANCOWTRULL ASI ' •f:- EASEMENT5 PRIOR TO STARTING WORK. PROOF OF RIGHT-OF--ENTRY OR PROPERLY EXECUiiD EASEMENTS, SHALL 7. THRUST AT nRE HYDRANTS SHALL BE RESTRAINED USING MJ RESTRAINED JOINT FOLLOWER GLANDS AS MANUFACTURED BY EBBA IRON WORKS. i ff F'RCIVIDI].` TO 111E CITY. THE CITY SHALL IN NO WAY BE CONS11n1ED TO 8E LIABLE FOR THE PEFIfNT HOLDERS � \ fia FAILLIFE TO DETAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. Yr 8. THE PIPE UNE SHALL BE TESTED AT 150 PSi AT THE LOWEST POINT AND HELD AT THE PRESSURE i I-. 32 BEFORE' PI UMENf OF RIL FINAL UFT OF ASPHALT, THE PERWT HOLDER SHAH CI_FAN AND HAVE THE CITY FOR 2 HOURS. THE TEST IS TO BE WITNESSED BY T.V.W.D. INSPECTOR AND THE ENGINEER. a COIIP'LilE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWGQ ONES. THE PERMIT HOIDER SHALL •' PROIADE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICENi"ES SHALL 9. PIPELINE TO BE THOROUGHLY DISINFECTED AND FLU.iHEO IN ACCORDANCE WITH THE CURRENT T.V.W.A. i RFPAIRED 9EFORE PLACEMENT OF FINAL UFT WATER SYSTEM STANDARDS 10. PRIOR 'TO ENERGIZING THE WATER Si STEM, A WATER SAMPLE SHALL BE TAKEN BY THE T.V.W.A. bc� y ,, -: EXCAVATION�, G@A(LG INSPECTOR, SUBMITTED TO AN AC^,REDI TIED TESTING LAB, AND RETURNED TO TIRE T.V.N.A. CLASS 1E' -'rte:..,.. c> r >LL As SuCM.) 4 . .- . , INDICATING NO HAZARD EXISTS. 40., ► ADR THE tua T: nr�� 1. TINE CONTRACTOR SHALL UETERMINE THE TYPE OF EQUIPMENT AND METHOD TO USE TO ACHIEVE a aoT4cIIET[ REQUIRED COMPACTION. THE CONTRACTOR SHALL ARRANGE FOR A GEOTECHNICAL ENGINEER 11. WATER METER BONES MUST BE INSULATED WITH FELT OR MASTIC WHEN SET IN CONCRETE SIDEWALKS. � 3/4•-. sunum aic PMWa TO TEST AND CERTIFY SOIL COMPACTION. THE CITY OF TiGARD AND THE ENGINEER SHALL SEF PLAN FOR LOCATION OF METER BOXES. RO RECEIVE COPIES OF ALL GEOTECHNICAL INSPECTION AND TEST REPORTS. n 12. SERVICE WATERLINES SHALL BE TYPE "K'• COPPER. INSTALLATIONS SHALL BE COMPETED PRIOR TO "�• � PRESSURING THE UNES. �ri�'1 2. PIPE BEDDING SHAM. CONFORM TO THE GRANULAR BEDDING AND BACKFILL REQUIREMENTS OF THE ` E WIyI NOTE OUNCWW[WAS DOW ME SECT"AND 46 030 r oON-XM PIPE CITY OF TIGARD AND THE UNIFIED SEWERAGE .AGENCY AS APPLICABLE. BEDDING SHALL BE 1554 I [i 3/4"-0" CRUSHED ROCK. EXCEPi WHERE ROCK FREE NATIVE MATERIAL MAY BE USED. 13. SUBMIT EVIDENCE OF WELL ABANDONMENT PER OREGON DEPARTMENT OF WATER RESOURCES RULES / TO THE CITY OF TIGARD. 3. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE CLEAN, WELL--GRADED 3/4---0" CRUSHED } I M AL BACKFILL N40 STANDARD CLEANOUT Qer:nWbleSavices ROCK COMPACTED TO 95X AASHTO T-99. C',P�/ 15TRMy AWVE THE PW ZONE' 10 a..--,N-'M�. �f bfaDhtebt ,T_„-_ AVANG NO. 150 RL`'�D 01-°3 4. ALL AREAS OF FILL THAT WILL BE WITHIN A FUTURE BUILDING ENVELOPE SHALL BE COMPACTED IN N Hr Z N�"' civ ACCORDANCE WITH THE UBC CHAPTER 33. EXPIRES: 06/.10/200 5. 1'.�•1E CONTRACTOR SHALL PROVIDE PROTECTION TO ADJOINING PROPERTY FROM EXCAVATION o AND FILL. ACTIVITIES AND FROM SEDIMENTATION DUE TO RUNOFF. THIS MAY BE ACCOMPLISHED J013 NO.: BY THE INSTALLA PION OF APPROPRIATE DRAINAGE DITCHES NEAR THE PROPERTY BOUNDARIES 3100 AND BY KEEPING GRADING ACTIVITIES AT LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES, AS SHEET NO. IL REQUIRED BY THE UBC CHAPTER 33. (FOR MIN. REQUIREMENTS SEE THE E.C. TECH. GUIDANCE o HANDBOOK, FEB. 1994)• a- 6. PROVIDE CONSTRUCTION FENCES AROUND TREES TO BE RETAINED, AS NECESSARY, TO PROTECT c THEM FROM CONSTRUCTION EQUIPMENT. 2 OF 6 H 90th Ave. 10230 7. IF A :_EPTIC TANK A)RAIN FIELD IS IMPACTED BY THE WORK OR BY ACaC':NT, THECOWN:ERt' 'VELOPEA� W Lnl2ooa-00121, MLI'2003-00011 NTS Z SHALL BE RESPONS 131.1- FOR HOOK--UP OF THAT PROPERTY TO THE SEWER SYSTEM. 2 of 6 I ±r CITY OF TIGARD CASEFILES MLP2003-00011 & MLP2003-00012 , �...,, ..: YIpIS .. _....F..,H ,,. .,.,.,,,«.... _..... •,.: ..+.. -.r - ..,, s.n.. w � .. Epp .. .. . - .:. ...... - ... .,.. .. ...._: kMr+4: . a"1w"^.,' +1••"A1•o,•a+:x� ,.y..le�la+.apurpq,�pyy., - ........ .... .... ........., ..r. _,,..r.. ......�.� �.' ..M-"-"C'."�:�A,. �.'..,.,.c.... .....,,. '$•.'1""Y"„arflrl�P.Y:,. ...-,.-,1°!'.'�'.." . . '}.. '54`.1C.�"''.: ,., �.... .. !�•k.•«°."Y.9il14IC.�'� ..'w!�w;"... °4_'ir..,:.+_� ....,....,..t1'..,�-+�'�"�ir99..-.w ,..,....,...-..,.•.. 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(n R p I rctr 7: at / / 03+11-pi —� Q vvuvvcvvycvv! % I / - I I / / — / UJ,vvv:brvrvc$_1 v•arry µ I I v.�v._vV'"- I / i V V V •9a 7�•;v,- V V O V L — I tyc v , v,•c, T L. 901 / , SCALE: ,• 20' Ln ,�7Vvv(v at•savva• 4 V t7 V S• jr 4 V tl V 7 O V 7 V:,V 5'V V V V �- r a a 7b -: _ _ PRIVATE DRIVEWAY- J / (n / �' O W II T a , t•: r s : : 1 SEE SECTION X- 1 // /' O l) W O *-' � � � VISION CLENCE UNE (TYP.) SHEET 5 / ♦ / / O •� CONSTRUCT GRAVEL � -y SII I CONSTRUCTION ENTRANCE;�9'' 1q�'; -- '"I T.L. 800 / r/�, / F- C a II / 4 ! I I _ I < c� - 194 - - _ \ / INGRESS/EGRESS do I,' /� _ INSTALL ORANGE CONSTRUCTION FENCING ` r �I /� N N. r- I / :: / PUBLIC UTILITY (-' / CITY TO INSPECT PRIOR TO CONSTRUAT THE DRIPHNE OF ALL TREES CTION � � � � /� ' l /� \ / a- O O O I / X EASEMENT I / \ — \�� 03-11-P2 OF WORK. _ _ / O 14&Tsour- '• _ • - _ EXISTING TREE TO / \ `, BE REMOVED (TYP.) •/ LLI ❑ z UJ loor 0+10 3 ....._. L_- I T SEDIMENTI /� ...►.� / / , , o / ` ; i ji///// z ARFJER a 03-12-P1 ' /' iMop 7 .. i'// '' 0 0 z EXISTING I I •.°�/ II : .tT)' I + \ �� r ' ' /' y �,� `: /' /' Z 0 x EDGE OF /' •/ / /// / / / r I PAVEMENL _ '}" J ' / / - __ - - , r 1 ,; a I I XL -- -- _ `-I T.L. 1001 / I 2 /- TRACT PPAPI I I 15' PRIVATE STORM I / 1 / W (!) I 25 25 , - / J I SEWER EASEMENT / / / F O I 1 194 v I I - -- / I I 15' PUBLIC S ITARY \ I I SEWER EASEMENT '� / 25' WETLAND • / •, _'--fig =�____y ------____J ---------- I 0 + \. / ' ,�' BUFFER 4 W L- J 1g I \ t3) � � L2 r � J Ir -- - -- - ........ . I +/ _ / ' �\ h" �h Rtj %I& 7-7 �•� SEDIMENT FENCE P) 'I' rO _ .� '• / / • ; ; m acv rcV11 , ova vvZT�- / /a V a 7 a a Ta.,R a /` / �.. _ IBuff{ar Area Pllanting Plan P_UBHC5KNI fARY / / o �1 vJ vaaVvr a a7vt y�rav7v7c•r•rv•svrc• / � � \ V v r a a V r<,V:•a 7 v tqt._ - - SEWFR EASEMENT / �� 5 / / // a 1, a a�r a- 4�.,�tl�a 7 tl -I' � � !� / Goal: Restore and enhance 0.14 acres (5,940 sq.ft.) of Wetland Buffer adjacent to o c r o c a C� 7 v v r v c 7:�� - (WIDTH VARIES) / / ` �- / � Abandoned Rail Road right - of - way and South East causer of the subject site. NG:IVi• r q M U `art.�T'r tT,Va`,O I / ' REFER TD CHART A7-LOWER �� „t'• / / '.' '? '" /! // I / 7 7 " a t 7 RIGHT FOR RM /�Q���y� RE:STORA 11{R� ',°V . / / �j _ / , / /// Pmu" fated _ / '� �l� /i Trees 5,940 x .0039 = 24 x 120% = 28 6 species a- 0,3-12-P2 8x8 RIPRAP PAD FOR / // / Q � � // �� Shrubs 5,940 x .0069 ; 41 x 120x = 50 6 species ! I I I / ERO6ON PROTECTION // � o T.L. 1002 -�� AT PIPE OU(FALL ,- - / J \ / /// �� Planting Sdadule m a t / / i \ / / / c, W I/ I I // I ��� _ _ _ - __ - - -- - - / , • \ /� /// �i.I>W! Iii g a I I I /r- // / o ' / / • • ' // // ¢ Tree Douglas Fr Froxinus latifolia 10-15' O.C.Dry/Shode 5 > 5 > o , / ,, „ Tree Western Red Cedar Thuja plicata 12'-18'0.`' , )ist/Shade 5 a a W TRACT A I // // OQ' Tree Oregon Ash Froxinus latifolio 10-15 t Hoist 5 r Tree Red Alder Nnus rubra 6-10'O.C.Dry 5 I 0 I I / - - - / / -- - - -- L_ • , • ' I /'/i // �� Tree Oregon White Oak Quercus garryono 10'-15'0.C.Dry 5 Tree Bitter Cherry Prunus emc rginato 6'-10'0.C.Dry/Sun 3 U n p o_ rn E Q Shrub Western Serviceberry Ameianchier alnifdia 5'O.C. Dryer 8 E z -- ° r i X -- - /� — — I // �/ Shru: -- / �/ // Nootka Rose Rosa nutkana 5'O.0 Moist 8 O .21 � �v Shrub Red Elderberry Sambucus rocemosa 5'-B'O.C. Moist-Dry 8 ab •- ^ V w • O r'1 U N Shrub Indian Plum Oemleria cerasiformis 5'-8'O.C. Moist-Dry 8 �' `" . o e I _ •/ // j/ / �. ;Shrub Boldhip Rose Rosa gymnocarpa 6'O.C.Dry 9 � z," i Shrub Red Flowering Curroni Rib tR sanguineum 6 O.C.Ory 9 o m s c SITE GRADING & EROSION CONTROL PLAN • �' /— /'' / Plant T° �e SCALE: 1" = 20' �I areas of disturbed soils associated with the dryer side slopes and remoinder of the LEMON CONTROL N C�� Tract sholl be reseeded with an approved transition/upland native seed mix (Herbaceous) 'w+ a such as: 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE a 1. CONTRACTOR SHALL INSTALL AND MAINTAIN 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR S IWstbre by i�Se p o THE CONTRACTOR SHALL FIELD EROSION/SEDIMCNTATION CONTROL DURING CONSTRUCTION (ANY IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVIRES, VEGETATION IS RE-ESTABLISHED. California Brome Bromus carinatus 20 q �g N - VERIFY THE SIZE, LOCATION & 11ME OF YEAR) PER THE 'EROSION PREVENTION AND SEDIMENT AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND Blue Wildrys Elymus glaucus 20 ` l n DEPTH OF E=XISTING UTILITIES CONTROL PLANS TECHNICAL_ GUIDANCE HANDBOOK', REVISED SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS Native Red Fescue Festura soba vor.rubro 50 PRIOR TO CONSTRUCTION DECEMBER 2000, AND CLEAN WATER SERVICES DESIGN AND RAPIDLY AS POSSIBLE. large-leafed Lupine Lupinus pdyphlllus 10 1� RELOCATE EXISTING UTILITY POLE (BY OTHERS) CONSTRUCTION STANDARDS, R do 0, CHAPTER /8. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO 12. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMOER 1 FOR 'Pure Live Seed o EROSE CONTROL AILS SH�T 6 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN INSURE THEIR CONTINUED FUNCTIONING. EACH PHASE OF CONSTRUCTION, AND AS WEATHER WILL PERMIT • Hydroseed application rate: 29 pounds/acre EXISTING WATER WELL TO BE ABANDONED PER SEE DOES NOT CONSTITUTE AN APPROVAL OF PERMMIENT ROAD OR ADEQUATE GROWTH. + Broadcas! application rate: 40 pounds/acre ti STATE DEPARTMENT OF WATER RESOURCES DRAINAGE DESIGN (E.G.: SIZE AND LOCATION OF ROADS, PIPE, AND 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND REQ'S -- RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILJTIES, ETC.) MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS 13. WHEN SEED/PLANTINGS ARE PLACED, WE OWNER/ CONTRACTOR 1 E' FOLLOWING A STORM EVENT. WILL MAINTAIN TH'�, UNTIL THE VEGETATION/PLANTINGS ARE rn SEE PRIVATE. STREET SECTION X - X ON SHEET 5 3. TILE IMPLEMENTATION OF THE ESC PLANS AND 'ONSTRUCTION, WELL ESTABLISHED. '� '� in RELOCATE EXISTING WATER METER (SERVICE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT IS 40 FACILITIES IS THE RESPONSIBIUTY OF THE CONTRACTOR UNTIL ALL ALLOWED TD ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL y 15 'L TO TL 1001) 14. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED SEE LANDSCAPE PLAN FOR CONSTRUCTION IS COMPLETED AND APPROVED BY THF CLEAN CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR FROM NOVEMBER 1 THROUGH APRIL 30, THE WEI' WEATHER � N H�� o� $ WATER SERVICES (CWS) AND VEGETATION/LANOSCAPING IS TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH 'S N STREET TREE LOCATIONS EROSION CONTROL MEASURES Nil BE IN EFFECT. SEE SECTION 41 PROPOSED 6' HIGH CEDAR FENCE (ENO 17' 3 ESTABLISHED. THE DEVELOPER `ylALL BE RESPONSIBLE FOR SEDIMENT-LADEN WRIER INTO THE DOWNSTREAM SYSTEM. 3.3.7 AND 3.3.8, TECHNICAL GUIDANCE HANDBOOK, FOR EXPIRES: Os/3o 2 MAINTENANCF AFTER THE PROJECT iS APPROVED UNTIL THE LOTS a FROM PROP. UNE - BOTH SIDES OF D/W) ARE SOLD. 9. STABILIZED GRAVEL ENTRANCE SHALL BE INSTALLED AT THE REQUIREMENTS JOB NO.: o BCONNING OF CONSTRUCTION AND MAINTAINED FOR THE 15. THE DEVELOPER SHALL REMOVE ALL ESC MEASURE.3 WHEN THE 3100 QINSTALL ORANGE CONSTRUCTION FENCING 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN DURATION OF THE PRO�.-CT. ADDITIONAL MEASURES MAY BE VEGETATION IS FULLY ESTABLISHED. SHEET NO. AROUND TREES AT DRIPIJNE. CITY TO INSPECT SHALL 8E CLEARLY FLAGGED IN THE FIELD PRIOR TO REQUIRED TO INSURE THAT ALL PAYED AREAS ARE KEPT CLEAN c AND APPROVE PRIOR TO CONSTRUCTION CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO FOR THE DURATION OF THE PROJECT. 16. ALL ESC MEASURE TO BE IN PLACE AS SHOWN ON THE PLANS, DISTURBANCE BEYOND THE FLAGGED CLEARING SHALL BF OR AS DIRECTED BY THE USA INSPECTOR, PRIOR TO ANY PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. CONSTRUCTION. 3 OF 6 90th Ave. 10230 17. USA ESC HOTLINE 844-8444, CALL BEFORE STARTING MY WORK. PLMzoo3 000lzl,6LP2003-00011 GRA CITY OF TIGARD CASEFILES MLP2003-00011 & MLP2003-00012 NOTICE: IF THE PRINT OR TYPE ON ANY r�llilllili: Illllli �lllll . Illlllllllill� IlllllllTllll� IIIIIITIIIIII I Illllllilllllll IIIIIII�III �I I III �III�III �III IIIIIIIII � III I III �IIII ! IIIIII IIIIIII IIIIIII III � I � I� IIIII I -,- .'Y ..5 ' v S Ill I I�I J II I !I ++ IMAGE IS NOT AS CLEAR AS THIS NOTICE_, ------- -- 6 --------__-- � _- $ �I 1O J IT IS DUE TO THE QUALITY OF THE No 96 �•���:,!""' rl _. - ORIGINAL DOCUMENT 1y ezI ez L�z � 9Z z Wbjz J E�Z �Z tZ J o�z ! e1t Bt G�T et 9It ib�t 1JI[ Z�t �[t t jS e G 9 4 id WB IG t��,�� I ,. '` j ILII,IIII�IIIIIIIIIIIIIIIII�I�IIIIIII�I � I I II I ILII IIIIIIIIIIIIIIIIIII�IIIIII IL�IIII�IIIIIIIIIIIIIIIIIIIIII I�IIII�III IIIIIIII�IIII�IIII�II.IIIIII�IIIII II II �IIIIIIIII�IIlllllll�llllllll 11111 r LAJ Z F-- Q vv vaao•o Tr'o uvv . v LaV i I ( vCn :rtlll %ava:'C J`7?7 V V a a ry a V a� . � T.L. 903 U n G n J a Ma I- .,_ T.L. 902 _ V O•J•. t•` '7 a'V ry /� ! "c••r °^ n v vY r'a s,,• T.L. 805r- i vvevav r avn/` r . 1 ` U a cpv ( 1•L ' vvv ^ t Q h v Jvvv V I �^ \ V /' L T.L. 806 LaJ o LL �p cin cr u,J TOR SHALL FIELD �+ to t,a i ( THE CONTRACTOR VERIFY THE SIZE LOCATION & i DEPTH OF EXISTING UTILITIES W "I p lT-OF=WAY ' `� 1 '7 PRIOR TO CONSTRUCTION Q �- _ 03-11—P1 _ _ a ; II_ o^ r_... .___._.___ BACKFILL NOTE: a — �-- d N 1 a d^^4 c7' 4 PIPE WITHIN STREET' RIGHT OF WAY & ACCESS EASEMENTS Z z EDGE SOF E ST °°°`a°" ' `'` "`' j (] R UIRES CLASS "8" BACKFILL - OUTSIDE RIGHT OF WAY ^. W �- w �vvrt:vvc . v vr'y J.� .70 ' — — N PAVEMENT >: i� anv : ovc avvol Y - !r'vw " ,y�; " •'° =q i'� CLASS "A" BACKFILL IS PERMITTED UNLESS NOTED OTHERWISE. UJI vrr 4vtvr:e / Q r< < < v J r a.�'.5 / } I / 20 0 10 20 40 L�.J �vv r aary !._._.. /� o Q r I I j J c 17 V N, r� / — ^ I r_ - - I �.! / ALL DOME5'fIG WATER SERVICE LINES CL K. -Pool. ��1 AND ACCESSORIES TO BE INSTALLED BY SCALE: 1 - 20 .. 8 _ VISION-CLEARANCE TRIANGLE {,� `'�31.,,�.�,.,,• INSTALL 1•n " S SYLVATICA _ A LICENSED PLUMBER EMPLOYED BY A �\ M I ! 1' 7 h ' • - � FASTIGIATA (6 EA) ALONG / - � �/ LA J c) � � 7 6 % ( � ��ll QT�A NORTH 51DE OF DRIVEWAY / ` LICENSED PLUMBING CONTRACTOR 1 �j r ter[ 12 1�4•3 SS CO I J J Q " J1 _ _ __ T. . 8 _ _ _ J)(7 51 12 z _ ' � L OBJ o � -- f A � �; 5.00 ` 1_ G0� _ ... --- - "'1 ,�6 �C 193 / .,_- ` . . ._, • V ,.-.. f B o M1 Iii_-,-.. I w194.15 - _/---. / / �/ 1--- j �. �tit� i't_ / .�.._ .- . g • 11iL w \ LAJ END B sDco0lc \ � w z TC f 2 Q 12 ;195.69 C (4) 1" PVC WATER Z Q J I l 18EGIN CURB do SERVICE LINES SD UNE 0 03-12-P1 �. '� / ti, /�/ O -j �' I Fr � 3 IS SIDEWALK SIDEWALK JJ / �,� / l Q t f '192.33 TOA ,\ / /TRACT „A,� / / F-- ri z a I 1/125- 192.0 ? 4' / / / // Z _ 25' 25' i 19;.00 TOA / I > TOA 40 / _ / / < a- '✓ , I I _ -__ r_._..-- ,� 191.80 I \ / .-- g`I/ 1 I /� / Lil 0 t o ! L_61 \ I 12 TOA / / U z v 10 �% \I i ►L. 1001 15' PRIVATE STORM,--- SEWER m X41 _, -� SEWER EASEMENT / / c� n LTJ LYNCH / / / / O- H ✓ `- j 2' -- ,+ ` CB 01E 10' WIDE AC 8'x8'x1' DEE" RIPRAP P 1 r`. SS LINEA / r i / I MAINTENANCE CLASS 50 RIPRAP -- ---' , ACCESS PATH / __\ry EROSION PROTECTIa 25' WETLAND 11 I 12 j _ 1 \ BUFFER _..-�- I EX � (SEE DETAIL SHT. 6) \ � SD CO 01 B �``, h` �/ ;, •/ � � / 8.64' 19z -� 8 C900 (OR DI 5.1 T---- 15' PU LiC SANITARY -- -- SEWER EASEMENT ��` \' ' j r m ��,: vvCl rrv•J Ivo ' r 190.7 T A � _ _ v. or:ov•l ov••a^7 P-U8{JC' ANITARY / / * w I WING SAN. MMHOLE ICY 1 v'r r a V ,'�' `.Y:v'n M / Mx` C, Y a�vocvavavnvvovv -_ `+ 1 + ` U t M. 193,38 i , dvanva•yr. `Jrvorrv� �t SEWER EASEMENT Al ` _ / w O z o cvvoJvry Jcvvrvv / _ t ( VV;­a v r a a�.--- (WIDTH VARIES) / / STA 10+00.00 �-- \ •� y I /` ` •rvovv•Jrv�4vvaavT' ! .�?;,Y' � N O��o a Q � tz c e•y a rt n c ?v ti r �(�\ /J. /J tl�S .� cr vl / 12 STO OUTFALL OIA " r n V„\ •J O 7':C` a / �r •�: �' '`�'' '•� 41 r L:J Vf r W I� 1 r'` o7a yr ^� �,.y� { r% 03-12—P2 IE=18 0 �' / 5 / U W 4. co I- T.L. 1002; TRACT ;, / P W I / r � O a cp C4 ul w � U rV l (r ve c.4 O ri L L Ln 12Lj 1 \ I ✓� � O zoa rn c I I I �`�- { T.L. 11 1 o J a ^ ; ' 1 / ri i WATERLINE. PUBLIC SANITARY SEWER & PRIVATE STORM DRAM AN PRIVATE STREETPLAN N. TES 10 16" AND 6" DIA. WATERLINES 1� RE_OCATE EXISTING WATER METER TO NEW LOCATION EXIST IN SW 9th A!'E LOCATIONS QIrIIEIKAY OA$pHALT RETURN IN FRONT OF' LOT. COORDINATE. SERVICE DISRUPTION ASPHALT RETURN NO. 8 DATA TOP OF ASPHALT ELEv. ASPHALT RETURN NO A ANDATA MUST BE FIELD VERIFIED BEFORE -- WITH HOMEOWNER. SERVICE AND iRE HYt�kANT TAPS CURVE DATA STREET STATIONID CURVE DATA - STREET FOR STORM AND WATER !` PER TVwO DETAIL ARE MADE. B P'C• = 8 $n P.C. _ ,��� ' _ N SEE SHEET 5 0 INSTALL DUAL W �ETFR P - #8 (� ' O � � 199.10 PT Q - 9 *02'113" It 3" SANITARY SEWNER LATERAL TABLES (TO SERVE LOTS 03-12-P1 AND 03-12 P2.) , ^,, R - 25'1541 M_ }615 o v J 11 c"N�,,T EXIST:, G PAVEMENT TO MAKE $� e _ • �3 RELOCATED WATER METER FOR TAX LOT 1001 NEW 8" SANITARY CONNECTION AT R = 25.0o P.T. - �, 3'k R 25.00 P.T. Y = 24 68' — T = 25.46' 5 EXISTING MANHkJIE. REPLACE A.C. PER �_ = 36.95' ' �9a31 rb L - 39.72' '/cH HAR�� EXPIRES: 06 30/200 OR SECTION X "" X � INSTAR "STOP` SIGN (SEE DETAIL SHEET 6) TRENCH PATCH L'ETaIL, S"EE1^ 6. 6 �4N 1��s �' bk �, � SEE SHEET 5 F 6 INSTALL DUAL WATER METER PER fM DETAIL #8. 12 INSTALL "NOP KING" nGW. SEE DETAIL O OF ASPHALT ELEV. 114 � �A� ^\ a J08 NO.: � (1'0 SERVE LOTS 03-11-P1 AND 03-11•-P2) SHEET 6. o^ 3100 STORM AND I F7 WET TAP EXISTING 16' WATER MAIN. INSTALL 16"x6" 195.47 C (� 1! SHEET Na o SEE SHEET 5 FOR TAPPING TEE AND FIRE HYDRANT ASSEMBLY. 13 INSTALL 4" TEMPORARY CURBING FOR j (� a , C DRAINAGE CON AINMENT UNTIL DRIVEWAY SANITARY SEINER PROFILES AND DETAILS ® CLUSTER BOX UNIT FOR MAIL. (SEE DETAIL SHEET 6). LOCATIONS ARE DETERMINED ANO BUILT. SCALE: t'-2o' p�►rEwAY SCALE' 1'4T20' a �9 CONSTRUCT ASPHALT APPROACH TO NEW DRIVEWAY. DRIVEWAY ELEVATIONS AT NOTED TOA SAWCUT PAVEMENT 1` OFF EXISTING EDGE. MATCH FO EL EVAIIONS SHALL NOT BE LOVERTHAN SHOWN. 90th Ave.Avco. L 2 0 EXISTING. SEE CITE DETAIL #149. FLM2on4tloo�2i,6LP200,;-000>> GRA CITY OF TIGARD CASEFILES MLP2003--00011 & MLP2003+-00012 NOTICE: IF THE PRINT OR TYPE ON ANY I 1 I III III III III III III III III 1111111 III l i l 11 1 1 1 I"1 f�l III III III I I III III 1 11 111 11 I ! 11 ) Jill I III III 1111111 I I I'i 1 1 ! 1 1 I I III 1111 11111 11 III 111 111111 I ' I I I III VIII 1 I I I I I I � I i I I I i I I I T CLEAR THIS NOTICE, I 1 I 2 I 4 IjI I 6 I I g IMAGE S NO AS EA AS H N - 1_ ---�._ _�_.___-------- .�_.______- 11111 ! 1 1111 ! 11 :--_—_� No.38 IT IS DUE TO THE QUALITY OF THE _ _ __ --_ -__ -_____ _ ORIGINAL DOCUMENT S 8L 9v /,Z ` BTZy Z 6ti $Z trZ U% 8t 8t Gt l 911 4t III l �Et Z�t tt���II t I �8 ll 8 II G �ff �1>�It,r � I ! I I ll I ` 1! IIIIIIIIIII�iIIIIIIIi�IIIl1111111111I111111111111111111!IIIIIIIIIIIIu1111►►i1!!Illlllllll�illll!lll ll21 Illll ► ll "lllli�f111 II IIID I I Illi�llfllllll�llll�llilllll ILII hill I�►�II I11� o�I�1�1III III111111�1 IIIJI� III IIL.III�IIi( lu I11111 1111 i w".r�•■�i � .moi■ 0 LLJ Q ' AAI Q. YIEW GRATE FRAME CLASS "B" BACKFILL ' NANDA CATH BASIN (GRANULAR) CLAS A BACKFILL N CLASS "B" BAC-V:ILL CIL S "A" BACKFILL CL "B" BACKFILL " " UJI GRANULAR (NATIVE (GRANULAR) (NATIVE) �� �4 U U_ WATERSEAL 196 196 196 196 LL_ M N OUTLET COLLAR FOR N -HUB EXISTING GRADE U o �. CONNECTOR EXISTING GRADE OVER PIPE O � 1 I PROP. GRADE SOV OVER PIPE � I PROVIDE HUd FOH LATERAL OVER PIPE / �I W o = CONNECTION 192 __ _ - � _ 192 192 \ 192 - 1 R �. to l.- � _ - _ _ � •\ PROPOSED GRADE p I I OVER PIPE m o STANDARD CAST IRON GRATE Q t �S } � 188 I I '188 188 � p •- _ 188 _ 2" RCF CL I V 143.3 LF S O.15X I24`B OR 24"0 I 6" 0900 1L.F. I I Z 4" SAN W < Z s SECTION 135.7 L�-�_� i BCLASS 501 Ln p e$ SPECIEIS i w 184 S = 0.40X 5 = 40X (^ 184 184 IAT SRIP 0.50X 184 > O W 1. ALL WELDED STEEL CONSTRUCTION. 5. OPENING ON BOTTOM OF WATERSEAL r O Z % O W IL TO BE GREATER C4 EQUAL TO AREA Q °0`�ao g 4 Q O 2. 10 GAUGE STEEL MINIMUM THICKNESS. IN OUTLET PIPE. t� a10 a M Q_ I 1`0 t7D a o 45, - C] 3. 2" THICK HEA ' ' DUTY CAST IRON 6. STANDARD DEPTHS : 30", 36", 42", 48" ,`:1• M to ZM II 4 w w w o tY GRATE. °O .°°i °t° �►`'Z II Z -' Z Z Z 7. MANUFACTURER DOES NOT RECOMMEND 180 0o'- Zp)> 180 180 � q � ,n �� 180 Q 0 ` ^ II aa" II (4� II j �� `. rn ^ rn � N 4. COATED INSIDE AND OUT WITH LOADING CATCH BASINS WITHOUT PROPER rn rn .� Z ? ASPHALTIC PAINT. SUPPORT UNDER CRATE FRAME. Wi�~ �a II ~ If= Z C) v N ri M N m cn Z op N:r' 00 cu o 33 II � I I Z LL_ �' a > z ±11 >> NOFXCLZZ 5� "i11 ��,� Iw o ►� z a $Z �' O O O STANDARD LYNCH CATCH BASIN - + .�..�■ �10 f/7 TY't0 m X +X X X X 64 + ME." +CJ N O N C MC-4 � � r 2+00 1+50 1+00 0+50 0+00 12+00 11+50 11+00 10+50 10+00 J rj U F PUBLIC SANITARY LINE "A" - PROFILE PRIVATE S DORM LINE .�1j., PROFILE Q � CL ~ HORIZONTAL SCALE: 1" 40' VERTICAL SCALE: 1" 4' HORIZONTAL SCALE: 1" = 401 VERT SAL SCALE: 1" 4' a- SANITARY SEINER LATERAL TABLE STORM DRAIN LATERAL TABLE "-' w Q SANITARY SEWER LINE A STORM DRAIN LINE 01 PROR nurOPUTILIr"L t� Y VIR BASEMENT .• � Q Ii PIX:i01 UNLESS OTHERWISE NOTED, ALL LATERALS ARE UNLESS OTHERWISE NOTED, ALL LATERALS AREan �LA1°"" _ w TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%. TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%. MH Al - (n o LINE LOT LATERAL LENGTH LATERAL LINE LOT i ATERAL LENGTH LATERAL r �. � >- � W E STATION NUMBER LEFT RIGHT DEP �� cr_ � J Ly 1+40. Uj 79 03-12-P2 --- 111 3.0' 10-x80 03-12-•P2 9' --- 3.0' � ,,,,,�, �� Fa- Z PLAN Z O 1+98 03-12-P1 --- 16' 3.0' 10+85 03-12 -P1 --- '�' 3.0' .=1 2+ -11---F%-2 --- 11+31 03-11--P21 0' 4.0' (< W LTJ a- 2+35.79 (CO) 03-11-P1 --- 9' 3.0' 11+61 03-11-P1 --- 231 3.0 .TM•,.Ro CAss 9MOR mom me cc 110 YN 1 1� �. 111101 11011-141SNf ORg1T F W RIM='191.75 Q1i10La, "A"'aE z �8" IE OUT=190.05 Z wri a Toa1 >0 < N 8" LAT (L-11.2', S=17.44X) ' • -""N r • 4' 1MNTOMTKJNT rM[ILO M1 j r b CEO!d0 STIM r MAO"E110 TAR W IM \ a"W~ACT{=0 MAMT(IIY��NI1�Q� APPENDIX r - Com�iion Requirements n e, 4'PVC WMA LA MAL(>r LM) m s EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING61 , I •�� A "9t,r `LOT ,"IU-* UTIl111 TRENCH BACKFILL: Beneath pavement gr jOea�alk W M;nirnurn percent compaction required 90% Minimum percent compaction required for bedding 90% 31,/•..0 ' s• ,. •• 1a 00 ovlo � o `3 ITest method requirE•d to determine maximum density T-180 Minimum percent compaction required for pipe zone 90% ELEVq]nON �►a nU,O s 4 a 1 WIL z 0. Frequency of density testing in lots 8" Ints 3 test for each Minimum percent compaction required above pipe one 95X tiC �..s+Au M>E TAM�o AT T11c v10 Qr oonl.•MMMTMAac umMu�AND onMaom z A.oK rMxs1 aRAfl[ q Y Y 9 f P q P P r PULM IMAM M.uaMAL m1Au.N uo AT A 110 a aEO PO Mao RET 2 feet of fill ROAD SECTION - EMBANKMENT: Test method required to determine maximum density T-99 AB AGGREGATE BASEROCK 6" PUBLIC co Y Minimum percent compaction required 90% below 3' of subgrade Different requirement for PVC No SERVICE LATERAL C ><oiesl' ►MM S Ln 95% within 3' of subgrade �\ DRAVMNG N0. 175 °u err g In landscape area 85% //' // /////\/�` //.;�/ ,,� .� In Test method required to determine maximum density T-99 or T-180 \���� ��\�j� ��i` �-- COMPACTED SUBGRADE Frequency of density testing of embankment 8" lifts 3 test for each ADDITIONAL INFORMATION I COMMENTS: 30, a C-4 $_ 2 feet of embankment * When using nuclear gauge, two reodings at each site, he LOCAL STREET'S - N a second at right angles to the first. 'rhe two readings will be " " _0 2Cd - ROAD SEC ON - SUBGRADE. averaged to obtain test density. ��,' o i= � AC - 6 CLASS C ASPHAL'1C CONCRETE �., �^ � °° T Minimum percent compaction required 95% AB - 4" (1J�"-0) AGGREGATE BASEROCK 0 2' I...� 1 0.51 C �, �. o o M a` p P q OR 6 HIGH CEDAR FENCE �: .� �' N S p, i AC - 8" CLASS "C" ASPHALTIC CONCRETE °i' �. 3 0 w X- Percent compaction required to what depth below subgrade 1 foot w w A• c j c; z m o a MINOR COLLECTOR STREETS a 20' DRIVEWAY 5.0' o a `` # �M Test method required to determine maximum density AASHTO T-99M711 _ AC - 7" ASPHALTIC CONCRETE o o Cr Frequency of density testing of subgrade As needed AB - 4" (1%--0) AGGREGATE BASEROCK 9 CONC. SIDEWALK OR 2 X (CITY DWG. 120) 0 X $ ICE ►�- TOP OF ASPHALT a ROAD SECTION - AGGREGATE AC - 9" CLASS "C" ASPHALTIC CONCRETE SEE PLAN FOR ELEV. o N Minimum ,ercent compaction required 95% TOP OF CURB BOTTOM OF MAJOR COLLECTOR STREETS CURB (SEE PLANS FOR ELEV.) Test metr,od required to determine maximum density OSHD TM 106 or T-99 AC - 9" CLASS "C" ASPHALTIC CONCRETE 4-- O�6 AB - 4" (1%--0) AGGREGATE BASEROCK Frequency of density testing of aggregate base As needed LI* �1 NOTES: ROAD SECTION - ASPHALT PAVEMENT: 6' HIGH Minimumercent compaction required 92% 1. JOINTS TO BE TACK AND SANDED. CEDAR �' p FENCE Test method required to determine maximum density OSHD rM 306 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. 3 " ASPHALTIC CONCRETE 1E `4 3. SAW CUT SHALL BE TAC COATED WITH BITUMINOUS EMULSION. 2"- W-0 LEVELING COURSE STD. CURB G� GONOo Frequency of density testing of aggregate base 5 tests minimum* 7"- 2"-0 BASE COURSE (CITY DWG. 125) r 15 ti average density N. N� � Full time Inspection or spot checking of compaction Spot PAVEMENT DIG-OUT AND REPAIR PRIVATE STREET SECTION X -X EXPIRES: 06/30 CITY OF TIGARD DWG. NO. 182 N.T.S. JOB N3100 SHEET NO. i PLM2004-00121,MLP2003-00011 6 90th Ave. 10230 oF of 6 GRA CITY OF TIGARD CASEFILES MLP2003-00011 & MLP2003-00012 �.:.k _.:_..w....... __._.._... . .r 4 �... . .,..� _ ,.. ._ ..: ,., ,.•„.:-a-�r'arc�..� �c,.-a� �._.��"1rr.:.--<.�+..--ra-r �-ze ..,�m�.-.�..»_ .� �..T.,........ .,�.x..��Rz,.....>,�,..s.. _.:: „a.-,C} t�'._ ..�..Y.wwrru �r..+..++�..:,a,",.,,�,■waa,««;w,■w.. ..�. +•1�ltr+:•' ;�e;u�s zn NOTICE: IF THE PRINT OR TYPE ON ANY T l l l l l t IIII 1 1 1 11 1 I I I I 11 I I 1 I IIII 1 11 V I I I 111111111-I 1-T-IT[ T 1T 111 i .I l I.I_l 11 1 I I f 111 I I I r i l I!11 I I I I I 1111(1 I l l l l l l 11 l x1111 I l l i l'I I I 111 I Ill l l l I l l l f l 11111111 III 1111 VIII I I II I I I 11 l 1 o II I i 1 1 I i 0 IMAGE IS NOT AS CLEAR AS THIS NOTICE, --- ---- ------- - - --� -- -----------I___-- �- ---J- -------- --..�. .___ --- gL __. 1 _..-- --------- ---_.--�-- _----J I J IT IS DUE TO THE QUALITY OF THE No. 3e ORIGINAL DOCUMENT It Il1lllll III��IIIIIIIIIIIIII-II I-IIIIIIIII IIIIIII IIIIIII IIIIlIIII � I I � II1 I8 11 lG�l81 ( 11I � II 6 11 � a17REIIIII1II IIII IlIIIIIIIII IIII1 1 IITI l 1l MIL IIII�N1! �II IIII I II INN X W 4 MAY BE USED SHORT TERM W W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT U =l ss NOo :y morn �f 6 PARKING z W / .' w FILTER FABRIC MATERIAL USE STITCHED LOOPS � ��. �� �� �� 30 x30 18 x24 b 36" WIDE ROLLS 3' MIN. FROM CVER 2"x 2" POSTS O < & TOE OF S.OPE� Q° Q� fid. r � m W p`b R1 -1 SIGN Rd-3 SIGN z M OJ000 °�� <00 " .,f w - ---- CATCH BASIN r AREA DRAIN G z 0�0 CQ�0 p Q °°og° NTS NTS 5/16- GALV. OF. 00000 0 0 0 ACUWINUM ALLOT WASH 000 ° Q o 0 o a., # ', N 0& 0 00 p V OO\ FACE Sal AT O Qo0 0 0 000 000 ° \ z Q 0° Q V O pp0q 0 p 000 0 o p opo�°per\ !f X 7/16' DRIVE RIVET L''t a Z - O o°o OuO%POO °O o CO 00oO 0 � � � O q.� �1CJ - -------- ---- -----_-_-- `° O 00��¢,�(�ocY0o080 00 B O ° o (�° ANCHOR CD M W 'V 0 0 0 0�j o ppOop�q�v��, e U,70�% x2% , 18DEEP O O 6'MAXIMUM SPACING �' ° 0 p co V O 000 ° 0p0 00 . X � Q ° o &o Q V `- 0 0 opo 0 0000006 0 0o 00 0 FLOW ANCHOR 2)("x2)4', 1 ° O 00 0 36" DEEP M Cr PR- SIGN POST 2"x2', O Q I F �° C)a O 6" OVERLAP OF BAGS • POST 12 DEEP < ,p T— a X SLEEVE Pl. NTS ANGLE FILTER FABRIC FENCE NTS Provide Full IMdth � i � ANCHOR 3 8' X 7/i ' z �- TO ASSURE SOIL IS TRAPPED Subgrade Reinforcement of Ingrae/fgrea PLAN VIEW DIVE RST 6 p- Cj O I Geotextle, as Required Area• 1 ' P ?,r c: I— I-- 1 1d Of s _j CU I. BURY BOTTOM OF FILTER FABRIC 6" VER ICALLY NOT 5 I / _•q_G�qf µ� m BELOW FINISH GRADE 6" min. i T, I fo - O d�6i FLOW w' n- ` 2. 2'x2' FIR, PINE, OR STEEL FENCE POSTS. ;� N� 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. - - - - - - - - - - DITCH BOTTOM t 4, COMPACT BOTH SIDES OF FILTER FABRIC TRENCH 020' min, for single family and duplex residential 5. PANELS MUST BE PLACED ACCORDING TO SPACING - I , `. . � � Q INTERLOCKED TABLE 4-1. • • •' NOTES: 2"x2" POSTS IW� AND ATTACH 1. ADDITIONAL MEASURES MUS' BE w p CONSIDERED DEPENDING ON SOIL TYPES. PLAN W DITCH INLET 2 BIOFILTER BAGS SHOULD BE T 0 NTS WHERE APPLICABLE USING (2)51"x2"D W DITCH INLET WOODEN STAKES OR APPROVED EQUAL C s < W � NTS PER BAG. F ofZ _Z X O SEDIMENT FENCE O Detail Drawing 4-16 CONSTRUCTION ENTRANCE Detail Domwing 4-5 INLET PROTECTION Detail — Cn w TYPE 4 Drawing 4 24 TYPICAL SIGN ASTALLATION U , NIS m a :23 p z CL cn STREET CENTERLINE 10' MIN. SAWCUT -- - - - - - - - - - - - - SURFACING MATCh EXISTING MATERIAL B ® *" 6" CLASS "C" Al JR 3" CLASS "C" AC �I TOPSOIL PAVEMENT EDGE �.�, . CLUSTER BOX ON 8" OF 14"-0 �+ OR AS BASE MATERIAL _---SHOULDER EDGE 2 TING m F-- 2% SLOPE TO STREAM - ---------------DfRECTED -------- --- _ --- --------- ----------- - MR j' \\i I m /�\ \ ,� /,� a Z x \_CULVERT (10' MIN. DIA.) T LOADING C / \//�•// m r+] a WIDTH AS SHOWN COMPACT & STERIUZ SUBGRADE FABRIC oo43 ON PLANS " ° °° ° 20 a CARRIER/CUSTOMER `J C -STANDING PAD ° ° a111 a d MAINTENANCE ACCESS PLAN ME�V ' 1 i t ° ° 32° ��j � ------�----- ---- ------ — 1 ° ° ° U > Jl r, 5' MIN, ° ° GRAVEL SHOULDER 6 ° °°° S�V� ° ' ° ° ° ° ° ° ° ° ' ° •° " � •� � ^ ° � 'I 4 OF P.C.C. X 0, N o 0 2'W AC ON 4" OF V-0 a a STREET Q F SURFACE --- 27. SLOPE TO STREET C N kKe/ L :\ 6 MIN. SECTION A —A w 1 C) _ > ; �jNIL X. 6 MIN. ' \ CLUSTER BOX ` 3 W rL\��\�\\�\\\i\�\ , \ 6" MIN. BEDDING BELOW Z NOTE: " " 201�NC TS _ " /i,� OUTSIDE OF FIPE BELL - tN K IF A.C. DRIVEWAY IS 1'0 BE CONSTRUCTED, USE 2 OF CLASS C MIX 4 A.C. - FABRIC ON APPROVED BASE WITHIN PUBLIC RIGHT-OF-WAY. 4Y FRONT LOADING � i PEDESTRIAN PATH OR BIKEWAY - DRIVEWAY SURF—` °° M ° ° ° NOTES: � • \ \ �o TRENCH FOUNDATION %" ROCK ------- 1. � a 1. CONCRETE SHALL BE 3000 PSI AT 8 DAYS 6 SAC MIX SLUMP RAN STABILIZATION AS RE IR d ~ 9 LU GE OF 1)�i-3 QU EU _ ', ' io 34' ° ° • •• ° ° ° ° ° ° ° d ° ° o 2. CONCRETE PANELS SHALL BE S�IUARE, if" DEEP SCRIBES AT JOINTS 5 FEET APART, REINFORCED CONCRETE EDGED ON 4 SJDES AND HAVE A LIGHT BROOM FINISH, NOTES: PIPE 1 °° -�— 32" . ° e ° o_ 3. FABRIC TO BE A WOVEN GEOTEXIILE (AMOCO 2006) OR APPROVED EQUAL. 1. SURFACING OF PAVED AREAS SHALL COMP Y WITH STREET CUT STANDARD DRAWING. SECTION B — B ° ° s 1 � NO SIDEWALK ABUTMENT ° . ° 2. JOINTS TO BE TACK AND SANDED. ALTERNATIVE PIPE ° 4. COMPACT AND STERILIZE SU3GRAGE. AS APPROVED - ., A pp� C 3. SAWCUT SHALL BE TACK COATED VATH BI MINOUS ASPHALT EMULSION. NOTE: c 15 NOTE; Y ti� y t PIPE SIZE TO BE DETERMINED CLUSTER BOX UNIT (CBU) PAD DIMENSIONS APPLY TO °I�c 1 P� 8 BY THE CITY. DRIVEWAY CULVERT , ALL TYPE 1, TYPE II, & HN MAINTENANCE ACCESS OR PEDESTRIAN PATH OR BIKEWAY STREETS X& CURBS =,RETE PAD DIMENSIONS TYPE III CBU INSTALLATIONS EXPIRES: O6/3U/200° N CITY OF TIGARD DWVIEW FROM ABOVE G. NO. 166 CITY OF TIGARD DWG. N0. 180 CITY OF TIGARD DWG. N0. 148 r JOB NO.: _ 3100 SHEET NO. {. 0 a- C C c 00 OF 90th Ave. 10230 6 v°i `r PLM200b�Q0121, 6LP2003-0001 1 NTS z Z CITY OF TIGARD CASEFILES MLP2003-00011 & MLP2003-00012 •n, NOTICE: IF THE PRINT OR TYPE ON ANY rlr III � lilill il � � l ! ill I � I � III il � I I III ill III Ilr 111 III III t 1 Illlll ill iil� lll III III III ill III III Ill Alt III III I I III III I (I Ili ill til Illllli Ili iii illi I IMAGE IS NOT AS CLEAR AS THIS NOTICE, LLI II II I I I I I I I ` I l I II I II I �- � 1�- ---- �_--�'��--� - -31__�- I -_�4� ---�--15.1 -- -- I �.�.._ - -'----71- -----I 8�---_-I--- 9 - --- I 14 - - I 11 � 12 �. J IT IS DUE TO THE GIUALITY OF THE No 36 ORIGINAL DOCUMENT I �,>; 6 Z 8 Z G Z 8 Z Z fi Z 8 Z Z tz- oIZ lllllll�llll,II �IIII�iII �llillllll�llllll�lll IIIII�IIillllli � I 11 �� II oo�� II �IIII IIII�I (liilll�lllllllll�l�lllllll�llllll�ll ,�llll�llll�llll�llll�lUlll.11lllll� I I II� l llll��llllllll illi I 11+111