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10487 SW CASCADE AVENUE-1 G f S +. I CURB ISCE PLAN fOW SPECIFK TYPE/ CONCRETE WITH HEAVY (- (ONCRfIE Pik CURB/S10fWALK OfTA/l A B RAKE TEXTURE FINISH Y (~ ! GENER_ AL NO TES: fig WORK SH/.L CONFORM WITH CITY OF TIGARD CONSTPU"TION STANDARDS AND SPEOFICAT/ONS, •• • •w • r L II�' i I _ WASHINGTON COUNTY STANDARDS, AND OTHER APPUCABLf COOPS • •• 6 \ I \ EXISTING TOPOGRAPHIC INFORMATION AND UTILITIES SHOWN BASED ON TOPOGRAPHIC SURVEY • • • +++ I \ PREPARED Br 64 ! LAND SURVEY, BIN SW NIMBUS AVL, BEAVERTON, OR 97?0/ TRAFFIC CONTROL SMALL Of CONTROLLED/N ACCORDANCE WITH THE STAY Of OREGON MUICO AND \ WASHINGTON COUNTY REQUIREMENTS AS APPLICABLE EXCAVATOR(S) MUST COMPLY WITH ORS ISIS41 THROUGH 757!71, EXCAVArOR(S) SHALL 60TAFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 71 HOURS IM/N/ PRIOR TO START OF WORK DAMAGE TO 1 UTILITIES SHALL Of CORRECIfO AT THE CONTRACTOR'S EXPENSE 2 4 1"-0" (PUSHED ROCK /9S% COFIPACI'(NI ACONCRETE WITH. << \ �\ \ CONTRACTOR SHALL VERIFY LOCATION Of ALL EXISTING Ur:L/rlfS PRIOR TO CONSTRUCTION i G \ } BROOM FINISH 1 NO If S/DfWAl(S AND CUkd TC It CONSTRUCTED OF \� \\ \ THE CONTRACTOR WILL BE RESPONSIBLE AOR COOIDMVA/bVG All UTILITY SERVICES 10 /Hf SITE GAS. 3000 PSI, 1" TD 4- SLUMP (ON(Nf'f ELECTRIC, PHONE, CABLE. ETC 41L UTILITIES ARE TO PLACED UNDE.IGROUND COORDINATE WITH ARCMfffCTURAL PLANS CURD EXPANSION /DIN! SPACING SKILL MATCH PEDES TR/AN CONCRETC PIA LKWA Y '� ,� SITE LIGHTING IS DESIGN BUILD LOCATIONS Of SITE LIGHTING fIXURfS SHOWN JN PLANS S/OfWALK )OIN/ SPACING AS SPECII'If0 ON THE \` .•RCM/rff rUR,fi PLANS MAXIMUM SPACING I'T' / DURING SUMMER TIME CONSTRUCTION INC CONTRAC OR IS IO CONTROL DUST FROM ITIS (ONSIRUCrON ACTIVITIES Of CURB fX°AN!'ION )DINTS SHALL BE 10" \ ALL WHEELCHAIR RAMPS AND SIDEWALKS TO Mtf/ ADA REQUIREMENTS AND CITY Of IIGAR(L STANDARDS `\ \ HANDICAP PARKING SMALL Of /OfNlIfIEO BY AN IN/fRNAT10NA( HANDICAP SYMBOL PAINTED ON THE ASPHALT FOR EACH STALI ADD EACH ISLE SHAOf STRIPED SECTION A"A H A SrAlNCA?0 T'i&[D PARKING SIGN SHALL Of PROVIDED FOR [Arm SIA!! AS PER BUILDING AND Nrs , \ CITY Of r1( '11111'S ALL HAND,...- )IAI.S SHAH HAY, A "Df/fCIABLf WARNING SURFACE" ENTRANCE AND fXl1 MAXIMUM SL Pf Of IX AN ALL DIRECTIONS FOR THE HANOICAP STALLS PFR AOA STANDARDS \ \ PER CITY STANDARD WHEEL .STOP SHALL Of 'UTILITY VAUL I', 190/b, e'-0- 0), [DUAL ANCHOR TO ASPHALT WITH DWG NO PRVT-fNr I1) S/e" RIOAR, ►1" MIN ENBEDMENY SEC Sour C'6 FOR CA S(ADF • / > BL VO STRff r IMPROVi.VENTS PA V/NG \ ZSR ASPHALTIC CON67f1f M C) PAVEMENT SMALI BE CLASS "B" AND "(•' AS DEFINED IN SECTION 0014500 • • • ' tM^'- T ZR \\\ OF THE OREGON DEPARTMENT Of TRANSPORTATION STANDARD SPf(If)(ATIONS FOR HIGHWAY S10 16 (URB 5 S10 • ' 4" [ONS rRU(rION MANUAL, 1991 " • • P ' --1 � \ • DUMPS rip? /' \ �, k \ CRUSHED ROCK BASE SMALL BE AS DEFINED /N SECTION 0064100 of THE OREGON DEPARTMENT ENCLOSURE /r.' 7 �,` r^ OF rRANSPORrA TION STANDARD SPEC/FI(ArIQNS FOR HIGHWAY CONS TRUCNON MANUAL, 1991 ,�.. ! —�• �/' ` 4 � 111' � \ � S- 1-4 .�.•'" � '/. 1" CRUSHED ROCK (►SX CQMPACTION)• SO$R 1R STD 1/ tolls•'� \ _ E _ L EGEg N01E SIDEWALKS AND CURB TO ,1E (ONSIRUCIfU Of �(1 \ �' !y ,O' • 0' i �'"} \\ \\\ ASPHAL T )000 PSI, 1' 10 4" Sl UMP L UN(Rf 1° / /' �•3'-1" SAKE RACK » 4 , 1 �• \ CURB EXPANSION JO/CI SPACING SHALL MATCH 14R CAPACITY Of $Na- f � I6' STANDARD CUgA SIDEWALK /010.'1 SPACING AS SPfilflf0 ON /Ht � ,,.L� ,I,, _ r � _ OF rU # EX Al PLANS MAXIMUM SPA 10 }�'°'_ ;1, \ \ 6" STANDARD CURB Df CURB EXPANSION /0lNIS SMALL Of IO / _ • )do EDGE OF PA VEMtNI SEC TION B—!3 4 + Y (ONCRf If WHff! STOP >n a v. N + • �"� v, c • 14/^ ENTRANCE/SERV,(! ROAD (IYP AT EACH PARKING SP4(f) \ ` Y'► n ,^.� - +• SLY�� ` \ \ PAVEMENT SfCr/rN --/�" -' \ , r•= ; v, . _ PfDfSrRIAN \AA CONCRETE •-� �-\1 „� '.�'� •S�' • tr„� •�`. O -�� WALKWAY +` \ \ \ \ ;:L :,'i' CONCRETE SIDEWALKS / RAMPS -'� , \ 'D sir'. �'� �.i ,�� c .�-.-- /i 1 j ) n ``�• , 1 : \ n � `a - t JR • �/ lG \ \\ PEDESTRIAN CON(AE1f WALKWAY Va 1*10 t yh ��' \ \ N o T�. • CONCRETE DOCK OR/VES ' SIDE WAIK 1_�1 \ STAPLES aM N + X\ r /`� f� ► % \ j1*r�r^\Tw I' IS[[ PLAN FOR WIU/N ANO l0[AI/ON/ 1 4 r , • " ^ '•�'' �.�'� .r t 3R \` \ v 1 • �R \\ �\ All (JaB !?ADM ARE 4' UNLESS OTHERWISE N'OrfO 'j L EXAMPLE, 3R . 3' RADIUS 4v 1/B" R _.J 6 I I/1" R -1 - - \ I ,I • t • LF 1 , « TO 1B' C� S ' STO 16" i. d y (URS POUR NEW SIDEWALK ON \ip- ,'\ �, �+ i �• - '" ` '/ k FIRM L'NDI.STURBI'D EARTH OR GRANULAR BASE AS '�Y '-'-~ r! \ \ _-^ -•-, DIRECENGINEER er THE ENGINEER p BUILDING 2 • !� �''� �� 1S' NOTE :IooPsL SAND CURB 1U of CONSTRU(IEO OF 1 \ ^ r �" �•.- t` \� PYLON) -- � ✓ / CUR PSI, N TO 4- SLUMP CONCRETE 1 �� e _ ��� _ Di, SIGN CURB EXPANSION /DINT SPACING SHALL MATCH .-•• SIDEWALK )DINT SPACING AS SWIF/ED ON THE %, ARCHITECTURAL PLANS HAX/MUM SPAr/NG v. I I J � QF CURB EXPANSION /OIN15 SHALL at 10 241 I • \' - STANDAR) 16" CURB W/SIDEWALK24 It r' n F COMP USA A ' �►• \� _*, a »' e - �. —E*IsT DRIvtWAY e . 41 6' SIDEWALK �4. 11' ty J i n I I Y W L ' \ e • �+ ��" 1 )R I I CITY ' 3' r elKr aArK •' OF MAM ,v N _ uPArrlr of s I I ( i Co (lltlOrlrtlyAnOrovc>d .......................................•jgjt \ ` 90 q, �e W I Fo►nnly the • �1 fL[(rRl( ',E r(R [NCL OSURfy " I T^ RIT K .• D n �+ (COOROINATf fXAC 1 IOCA TION W/ •� �,. �.. Z� Bk '�^ Soo aer to:F:" ��.... IZ \ ELECTRICAL AND ARCHITECTURAL P.ANS) • ' ^0 I r I/J" R (rYPI �. r -` '` J SPACES d" CUNB \ _�- r ' 11' 4 a. 160 i i / J4'' - - I \ Job ( 1: JLt II j I RAISED TRAFFIC ISLA40 ID / EPDXY TO A C• B" '• - AC \ •' l: r l• BR �i�I I ROCK t'A SC - , \ ` \ \ rx _1 ALJ h I I By; `fil wl F \ COMPACTED SUBGRAOf RR \ ILII � rJq rd' � OR OR BR B OR ISR I PCOI IAN OR s/0 W( RB 1 CWAErf WALKWAY ,•� h .. - ENTRANCE AND EXIT NDrE CURD TO at CONSTRUCTED Of 3000 PSI w / 1.I 4 SPAC s I PER CITY SrAINOARO 1" ID 4' SLUMP CON(Rf%f •1 • 16 SPACES O 9 r I �. I I JI l 0 1= 4 • �• ?� O 9'• N' I I I DWG NO PRV1-ENI FONJIyV 'f Q ° SR I_ 15 N Sri SHff I CS FOR CASCADE pt�nh;{1JIU$� a- S TANDA FD 6" CVRD Jq I I j I I j j i f j I BL VO STREET IMPROVEMENTS 0, ~�'1F(C NrS LL 4' SIDEWALKA` + j+- REC YCLING ENCLOSURE- .�i�111""' " HC RAMP WY i 10' B'r1•CONC PAD, N C I I flf(r TRANSFORMER Al CT/lf SURFA(aT I -4 3'-1"S&T RACK _ lDCAI/ON CAPACITY Of S lSEf ARCHITECTURAL PLANS) I - I raper ighellis , Inc . --- N O I N E E R S �- 1 V1" AC PAVEMENT, CLASS "C' o S tit — I4- 105% a .;•.0 h P I 1 I IEXIST (1N'vE'.WA` (91% COMPACTION) h� I OND. OR 9710! `� •6" CRUSHED ROCK, I" - O" ` ` - \ �? WIf• C I 52M SR MACADAM AVENUE, SVi?F DEO, POREfI1V i I (SOS) 22�-1131 FAX (S0]) 111-1171 COMPACT/DNI �' BUILDING 1 I 3 ' �e' I FUL L Y rOMPAC rED SUL 5RAOE 1`- m �, ` •• w� (9S% COMPACTION-R(IArlvr O[NSIrY) (� ` ,r • L - J' \ e 4 DUMPSrfR 1R ENCLOSURE •J PA RK/NO AREA PA VEMEN T SECTION STORAGE NT L \_X e I I PpOJScI N f S •�. 0 4' SIDEWALK i'SIDI[WALK ( I I * . I I� , Y \ �---- I , l i CASCADE / I,C N I WATER DUALITY fACLtifV r '+ "•. " I I I I I I I BOULEVARD 60R 1 CENTER aq tr 3"A C PA VEMfNT, CLASS "(" � _ __\\ ~ -� (91% COMPACTION/ ����.�■�.��..•..���=���.�..��� .L- 1+7 1 10" CRUSHED ROCK, I" - 0" 15% COMPA(T/GN/ r 1A 1 Il FULLY COMPACTED sUBGRAOf END A(CfSS (`� CONS/RUC ZION F tIRUI it 1) Cl1RH (9SX COMPACT/ON-R[LA7IVf DfNSITYI Il I I EN TRA NCE/SE R VICE ROAD PA VEMEN T SECTION -- — I Ill i I PNOJFCT tic 94003 (MCH-04) Nf5 Or IL E Al, MCM04- C 1.OWO i ' I I DA TF FEBRUARY 22. 1996 I Il II RFv,9,0NS CLIA TF DF9c n-rc,v II I 4/8/96 RLEVIEW COMMENTS � I J00 I I• Ir PROPROL�Fs, SCALE: r >< so' s.,EpT T,rL,F SITE DIMENSIONING 1 49�Es rP PLAN P C 1 10487 SW COSCede Blvd I1 96 0006 1 �f9 i IF THIS NOTICE APPEARS C-CARER THAN THE OCT 51998 I DOCUMENT.THE 1)OC1JMENT IS OF MARGINAL QUALITY. MICROFILMED k� MW MKS CHWA �!illllllllll Illlllllijljl Ijljljl�ljljl I Ijijljl�ljlji ljlji;i�ill, I tjrj il�Tjijl lijljl�i�ljljl Ijl�!jl�ijljl I Ijljljl�ljijt IIII11��Inlll I�Ill�llllij I�IIIjiJIil�ll ' inlml unlml mihnlll,�ilnnhulhlll uulnn unhul IIIIlun rllhul Iminn rndnllhmhm unluu mbnlitluhtn unhm nnhm nnhllnnlllinlllltltilnl nuhm Ilnlnn nnlm nulml nlltn�iintll+t mbar nnlnn ndnn nnll�il l a r . 4 is I GENERA L NO TES: LEGEND SOAK SHALL CONFORM WITH CITY OF NOSTANDARDS AND SPECIFICATIONS, WASHING ION CUUNiY \\ \ \ \ SIAAROS. UJWfONM BUILDING CODE, AND AND OTHER APPLICABLE IXISTIN6 I CONTOURS (00[S \ \ \ CONIRAC/QR SHALL 00(A/N AL! kIQUlgfO PERMITS ANC LICENSES BEFORE STARTI/G CONSTRUCTION 17` PROPOSED I- CONTOURS \ / A /CVOSHALL \ \ K CON R C REM�7Yf AND DISPO:if (N' /BEES. STUMPS, BRUSH, ROOTS, AA7 OTHER IINAC(fP/Adlf MATERIA! Off-S/Tf 44IfRIAI SNAIL Of DISPOSED OF IN SUCH A MANNER AS TO MEET LOCAL REGULATION'S �1j� PROPOSED CATCH BASIN W/ RAti ELEVATION ••\ r• CONIRA(!OR SnAU Kt EP AN APPROVED Sfl Of PIANS ON 180E PRU/fC/ SITE Ai A(L 11I1fS EXISTING TOPOGRAPHIC INFORMATION AND UTILITIES Si OPE/l/E5 SHOWN BASED ON iOPOGRAPMIC SURVEY V'fPARED BY G d L LAND SURVEYING, $116 SW NIMBUS AVE. BEAVERION OR P7001EXCTC TOP OF CURB ALL UT LORIS/ MUST CS FOR iNfH CAT )S 741 THROUGH 1SIRO fToSTART 15iOf SHALWORK NOiIfY BC FLOWtINE ELEVATION A/ BOTTOM Of CURB ` ) \\ \\ NORTH ENTRANCE Al( UIILi7Y COMPANIES FOR LINE LOCATIONS .'i HOURS /MINI PRIOR r0 START Of SORA' DAMAGE 10 / SHE UiILI/IES SHALL BE CORRfC/f0 4f Ilff Cllh'IRA[10R'S EXPENSE rW IOP OF WALL J / $fE ET C7 FOR ENTRANCE PROFILE CONTRACTOR SNAIL VERIFY LO(AT/ON Of All UTILITIES PRIOR /O CONSTRUCTION fXISiwo UTILITY LOCATIONS FIOWUNf fLfr'ATION A/ BOTTOM Of WA(! SHOWN ARE APPROXIMAI; OAQY AND MUST Bf VERIFIED BY THE CONTRACTOR ADDITIONAL 8y UNOERGROUNO UTBI/lfS MAY EXIST I+feffddl-.S[CE..P3E.P.1RdI1LdL / \ .- \ \,'! GRAD/h6 WORK SNAIL CONFORM 10 TNf CONCLUSIONS AND iOMMENDAIIONS Of THE GfOrECHNI(ALREPOR DATED OE AREDNS[ft t GEOifCHNKAI RESOURCES. IN( �� �� \ '0k \ DATED NOVEMBER ( IPPS y- - � I 51` �X \\\\ ER S/ON/ 0/M NT 1r - c \x \ SE E A TION CON TROT. NOTES: - _,-�—''"'� 1 � \ a a /q � \ \ s SCALE 1' . 40' GENERAL NOTES ��\ �1` BOSTON CONI i �� o �\'+° �` �% I- .�� V`, \ �� \ DEvICES To w PLA((Q APPROVAL Of /HCS EROS/Oh/SfD/NfN/Ar1ON CONTROL USCI PLAN DOES NOT CONS/MUTE AF. s , ` \ 1 AT EACH TkfNCH DRAM '` _ 1 30 4► // \ \\ 1 v IN.40 0 �� EDGE OF APPROVAL RI PERMANENT ROAD f DRAINAGE DESIGN .476,1SITE AA'0 LOCATION OF ROADS, l.�`\1\�1�1\1 \ LO(ATION -- y t14 �j Zik/ , p 1 r� �q �� \ �-" pSPHAI T i£ PIPES. RfS/RKI0g5. (MANNfIS. R(IENIION fACI(Irl[S, UIILIII[S, flCl ` r ,\� i vX THE IMPLtMEN/A1/ON Of THESE fsC PLANS AND /llE CONSTRUCTION. MAIN/fNANCf, \\\\\` yr % Y CF REPLACEMENT, AND UPGRADING Of IMFSf IS( FACILITIES IS /Hf RESP(NVsM!L!IY Of rHE (ONLPATIOR UNTIL ALL CONSTRUCTION IS (OHP(f1f0, APPQOVIO AND `\`\1\\,\\+1 VfGf/AfIpN/(ANOSCIPING IS fs/ABLISHlO 11130-IW \ -176 1 \,1\ , 1 rrloa• t,.0� nI N 0M \ l iMf ESC FACI(ITIfS ShOWN Oh /HIS PLAN MUST bF CONSTRUCTED IN (ON/UNCl/OM WITH AL! `\ , ` (LfARING AND GRADING A.rivir/fS, AND IN SUCH A MANNER AS /O INSURE INFI SEDIMENT- \\`�\\\\ \ - 074 yB �17+"�-� IADIN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VfOLA/E aPPLI(ABL! WATER STANDARDS 00.80•M 1 \ TNf FSC fACri l/IES $MOWN ON THIS PLAN ARE /MF MIN/NUM AfOUIRfMfNTS FOR ANTICIPA/f0 / 1/IN IV 51 If CONOIIli NS DURING Ihf CONS FRU( TUN PERIOD, THESE ESC fACIIIr1r5 SHA/I Bf \\`11` 1 1 II` UPGRADED AS NEEDED FOR JN[XPECIFD !'FORM EVENTS AND 10 ENSURE THAT SEDIMENT- I I 1 _ i IADfA WA TEA'DOES 8001 LAVE THE .511( 1`` 1`\\ � \ l j � �/ - �"'- ' � �,�=� � � f116 �� �e.�• ��/ , TMf fsC fA(IUI/fS SHALL ff INSPECTED DA/L i B THE CONTRACTOR AND MA IN L,IN[0 1 I �fj ''' �j • / - 0 \ AS NECESSARY lO ENSURE ,rff/R CQN/INU(D fUhCIIONINCi ,\\``1`I+`\ � \\ \ \ {I \` •1,-- - _ ` ` \ , IMF ESC FA'10NES ON /hAC,'IV[ SI1f5 SHALL Of INSPECTED AND MAINTAINED A MINIMUM OF \\\` 1�1`\\\'\ fINISH fl CN([ A MCN 1,14 OR WITHIN rkr 4/ HOURS FOLLOWING A STORM tvr r \ fn \ X2+ `\\1 \ \ \ [LEV 175 00 R � .- ..�•c FOP v" - ,Try o ` � ,,A,hi A! NO FINE SHA i! MOff THAN ONE f001 (I'l Of S OIMENI Of ALLOWED 10 A((UNUTA/f �`\\`\\\1\ ♦� \`\\\ EROSION CONTROL ' WITHIN A /RAPPER CATCH BASIN AL( CA 1(80 BASINS AND CONVfYANff TINES SHALL BE DEVICES /0 N P(A(f0 �\ , WAr1R I PRIOR /0 PAVING IHf CLEANING OPERATION SMALL 8001 FLUSH SEOIMfNI-lAOfN �1\`\\+`\ ` I \ A! EACH CA ICN by S* rs� WA/IA INTO INF DOWNSTREAM SYSTEM `\1`\\ \ IOCA r10NI'•.;rti4 51AB/lllfD CONSTRUCTION ENTRANCES SMALL Of INSTALLED AT THE BEGINN/NG OF11110 'ONS/RUCTION AHO MAINTAINED FOR THE DURATION Of 1Mf PROlECi ADDITIONAL MEASURES MAY BC REOUIRfO TO ENSURE 7MA/ ALL PAYED WAS ARE XCPI C(fAN FOR THE \,\�\1, r �� q�-_ � - OURA r/ON Of THE IPRO/EC I \ AC'OUIONAL GR/.VEL MAY MAV[ 10 Bf ADDED PEAICD'(A(LY TO MAIN/AIN PROPER FUNCTION Of THE PAD - �\�N�X \� -, IF THE GRAI'fl PAD DOES NOl ADfOUATEL Y REMOVE D/AT AND NUG FROM VEHICLE SHffl-` \`\ `� .�, \ *00 SUCH THAT MUD AND DIRT TRACKING /S (VIOfNr OFF-Slr[, ADD/II!NAL MEASURES NUSI Of ``\`;\\1\ �\ \ .�L. ' \ 15 LIKEN SUCH MfASURfs MAY INCLUDE MUSING Off WHEEL IFCA VEHICLES IEAVf THE 517E \1`` ``�\\ 11 \ \ / / _ 'l \ '�� `�• •`-_� _ JI-- ` \ \ I - OR DINER CONSIAUCIION rECMN/OU[S/wOgK OPfAAllONS M00/fiCAf/ONS WMf[l MASHING .4, TAPPING 0f DONE ON IHf GRAVEL PA ANO WASH WA TER SHOULD DRAIN THROUGH A SU t- TAPPING SIRUCIURE PRIOR To LEAVING /ME CONS rRUChoN SL If ' THE CONTRACTOR IS SOL[I r R(SPONS/BLE f0A PRO TIC IION Of AL! WORK, ADJACENT � COMP VSA PROPER//E5 AND DO SNSIR[AN fAClll!/f5 FROM EROSION AND SII TRA//ON SHALL Bf COARfC/f0 AI THE SOIf EXPENSE Of 7Mf CON/RA(TOP FINISH FiOOR _ \ � :. 1-�.C' �`` ��• FTs - .- y+�� ' ( / -EXIST DPlvi_NAY E!(v r7s oo !J lam' Il+i CONTRACTOR SMALL Of RESPONSIBLE f0A THE HYOROSffO AREAS UNTIL VEGETATION �•: � \\:, � l `6 , - - - .� � '�: � �-- l UPON INFO IS tsrAIL O ISHfO ANY E Ot TRA! HYORJSffO/NC NCCESSA.QY /0 ESTABLISH THE ` `�` 1 '\` 1` \\` - '�r - - _ r�� _~�—"�� '^.- '�'• ^./� I „ �' VEGETATION SHIT( BE DONE BY THE CONTRACTOR �_— \ � -• W � .� L��•�„��^ .i I I r ,i L. \\ \\ \,\\ 1 I ` \ l J\\ S.EDWENI�NCE/STRAW @ALE S£D/MENT BARR/ER NOTES; g� ,`\ \\�`\�\ II =" 17L A6�Tk THE fl(F[R FABRIC SNAIL Cf PURCHASED /N A CONTINUOUS AO(! CUT i0 /Hf 1fNGFH Or fHf BAgAIfR I0 AVOID 'JSE Of /(I/Nf5 WHEN JUIN/S ARf NfCfSSARY, fllTF�7 SLOfM S.HA(( Bf Nati ,i \ `\\\ \ C l)4 Sp \ l 1 I SPI ICED /OG[1HFp ONLY A/ A SUPPORT POS 1, SITM A MINIMUM SIX /N['M fd"I OVERLAP, ANO \ \ / I \ SOUTH ENTRANCE BOTH fNpS SECURE!Y EAS rfNfD /0 /HE Pp51 � ` `1\1\`1\` ( \\I � ; � a I j THE FILTER FABRIC r[N(f SHALL BE INS TAIIto IO FOLLOW IN[ CONTOURS, SHIRE FIA SIDIf ��� r /�O \ \�� q ,b0 �1 6' 1 i 1 Sff SMfEI Cl f0A fNfNANCf PROFILE iNE FEN(f POSTS SMALL 8f SPACED A MAXIMUM OF SIX f([i /d'l APART AND OR/VIN C,, I\ �\� ` 11 r1,\\„ � /�' isS \ � v p /y_ ,I SfCUR[L Y INTO rH[ GROUND A MiNIMUM of 30 INCHES it . \1\1 \\ d :r A TRENCH ShALI BE INCA VA TIC. ROUGNL Y f INCHES WIDE BY Il INCHES DEEP If-X17-1, -^ UPSIOPC AND ADJACENT TO ThF w000 POST 10 Ali OW TME fl(f[R FABRIC IO Of BIlRIfO `\\• 1 � ' _ ` x r7f7s 7)37s 17115 � I!� A � /) 1• OF :,. WHEN STANDARD SL7fNGiH Fu TER FABRIC IS USED. A WIRE SUPPORT fCNCf SNA(( Bf v113 SO I - - �1) ` ,r1.7o �� 17t FASTENED ONEWURELINC Y iO IMF UPS10Pf SIOf 0f THE POSTS USING MIA VY-DUTY WWI STAPLES 1 \\\ 1 c \,: \ \ \ 4 AT LEAST ONE INCH /l"I TONG, Fit WIRE ON HOG RINGS TNf w/R[ SMALL NO' [xrEND INTO V THE FRENCH A MINIMUM Of FOUR INCHES /4"! ANO C"I(I Nor fXiEND moRf'NAN 36 INCHES ` ,\`11�` + \ 1 71 ABOVE THE ORIGINAL GROUND SURFACE \11`\1\�\ i 1, 0 /M 1 , I • 1 o TNf STANDARD S/RfNGfH FILTER FABRIC SHA(( Of S'AP(:7 OR WIRED 10 IhC FENCE, AND 10 \`11\\1`\`\` ^ ` 9 INCHES OF /Mf FABRIC SHALL Of EXTENDED INTO iME +R[NCH THE FABRIC SHALL Or EXTEND � � ` 1 �\a r Ir MORE THAN 34 IN(MES ABOVC THE ORIGINAL GROUND Su,FACE f.'L rfR FABRIC SHAH Nor Of STAPLED /O CXISIlNG igff5 SEE RETAIL WHEN EX/AA-STAfNG!'M f/11CR FABRIC AND CLOSER POST SPACING ARE USED, THE w7RE MESH � � • SIDEWALK \ 'I I r4f1`\ SUPPORT FfN(f MAY Of ELIN/NArfO /N SUCH A CASE, THE Fli TIP FABRIC IS SrAPLED OR - WM[Q O/R[Ch_r TO Thi 'OSiS WITH ALL OTHER PROVISIONS Of THE ABOVE SiAMDAl,O HDI[ FOR SrANrARD SrRENCIH FILTER FABRIC APPL r/NG !'CDlMfN1 FfNCfS SHALL B[ RfM07£D WHEN IH[Y HAVE SERVED FHf/A USfFLII PURPOSE, BUI ` N C •��� NOT 9EfORf 780E UPS10Pf AREA MAS BEEN P[RMAN[N/L Y SLAB/117f0 `\1\1 \\I ` \ I I/t 1 I y \ /) \ `1 _.� \ I74 70 rM ` 11�1' ) I MAX. ofOfM[NT FENCES SHALL Bf/NSPfCIfD BY TNf CONTRACTOR IMNfD/ATEL Y AFTER EACH P3J 1`11` (7E TO ew / 7A/NiALL, AND Al LEAST DAILY DURING PROLONGED RAINFALL ANY REOU/RfD REPAIRS \ ` \` \\` I 17 17470 IS j I74 7 / � 1 I ^—!%IST DRI\f.Whl S.4A(( Of MADE IMM[DIAIfLY \ ` `\11\1 Irl1s STI Z Q [ ' \� I aP I \l, /I NC TIME SHALT MORE THAN ONE F00I !f7 DEPTH QF SfUIMENI Of Al/pwfD iO f/N/SN ES I I t�' ACCUMu!!rf B[H.'NO A SEDIMENT FENCE OR STRAW SAL[ S[DIM(NT BARRIER S[DIMENI /1J� E1fV . 17500 I _ I 2+�� �\ SHOULD Of REMOVED OR REGRADED INTO SLOPES AND IHf SfD/MfNr BARRIERS REPAIRED AND I / \ `-- - RE-ES/ABLISHfD AS NffDfO SiRAS BALES SHALL of SIAh0AR0 40 10 60 POUND Rf(/ANGULAR BATES OF CCpfAI GRAIN S.DEtM'ALK DETAIL Fries�\`\\\` OR S[FO STRAW / *� 8/0-fll TIP GALS SHALL Of CLEAN IOOX RECYCLED WOOD PRODUCT WASTE SIZE OF BAGS SHALL BE N 1 S + \ 00 /} COORD/NA FE SrA/RW[l! IAYOU r 11\�\\1\\� f �} r• � I WITH ARCNlifCTURAI PLANS , /, ��e IB��'��rtf��".30'"' AND WEIGH APPROX 4i iDt. AND NAR( Of I/7 INCH PLASTIC NfSM / 1 ' I I / hiGiT' ` ,`00 51`1p A I I• Vi \\`\\X i 170 / NtM ORAMI / - \\�\ \ \ I q �- a , I . I gheilis, Inc . RECOMmiNDED EROSION CONFROL GRASS SFED MIXES ARE AS FOLLOWS SIMILAR M/X[s DESIGNED `\`\\�� \ \ \ \ 16e . ` I� E N O 1 N E [ R s \ \11\1 \ .� r 0d TO ACHIEVE EROSION CONTROL MAY Of SUOSTIlUlfO 6 APPROVED BY JURISDICTION ='`\ `I A 166—� /U(CH BASAVI .01 I (A1C,)BASIN PRO 1fCTION ww \1 /�'f\� 1.--+— ' '----174 -'- 'J w4-A�A►+ AVfNVF, 5'.IITE SrIO. o011rUN0. CM 1/H1, i I DWARF GRASS MIX I(OS HEIGHT, LOW MAIN IfNANCEI 14/ SLOPE _ [�f� 172 FAX 5oJ) 52+-110+ t DWARF PERENNIAL RYCGRASS, LOX BY WEIGHT \\ ! 166 (R(fPING REO F[S(Uf, rox BY wfiomr +1 4 �—' Q' , APP!IGT ZION AA 1f 100 POUNDS MINIMUM PER ACRE W W \\\` \\\ ` ; 16� _ ,� _ -172 _ ` _ - j 7 STANDARD HEIGHT GRASS MIX ] _ �_�_ -- too; ANNUAL RYfORASS, 40X BY WEIGHT �� �I I \ \ A IURf-TYPE ffSCUf, 60X BY WEIGHT \\ ` \ - �L+V`+ \ I EROSION f0hTR0l rw110^ r. EXTRUDCU CURB APPLICATION RATE 100 POUNDS MINIMUM PER ACR[ •• \ I tfOlFffN! FENCE N \ \1\ \\ \ MAr[R�NAtllj fAciurr ��` \ Lr IS RfCOMMfNOfD THAT SLOPES JE ROUGN.fNfO BffORf Sf[DING BY 'TRACK-WALKING', IORIY'.vG 11 `\\\\\ \ � _ I A CRAWLING TRACrOR UP AND DOWN SLOPES TO LEAVE A PATTERN OF ((CAT IMPRINT'S PARAIIfL l\ \ \ \ fU SLOPE CONTOURS/ OR OFHfp NCTHOD TU PROVIDE MORE STABLE sirfs FOR stros To REST DRY DETENTION POND SECTION A —A \�\ \ /F zoo# i[[O/NG /S USED IHf HYDROtR THAN SHA(L ER APPLIED S/iM GRASS SEE SARA If I CASCADE 1 Of 7000 LB/ACRE DI SLOPES fFACKI fNAN 10 LICAri i, Arr AND AND Sf0O SNAIL BC Norf SCID POND W/TH WEI!ANO SEED \ I APPLIED SUPPLIER A BONDING AGIN ioN HACK/f/f R/ APPUCAhON RAT[ AND Mf/N000lOGY Ip of PER mix ruRf (PRO-TIME NO 504 OR l I /// BOULEVARD SEED SUPPI IEA RfCONMEND.1!IONS APPROVED FOUAL 1 \,1\11\\1\ CENTER Fl!IEP FABRIC 14Ar[R1AL 136" WIDE ROL1,SI, USE STAPLES OP wIRF RINGS TO AF/ACH 10 FABRIC WIRE 010-BAG OR I y 7 7" X I" WIRE D FABRIC f l4 GA I, STRAW BAI f OR APPROVED EQUAL �AOJE:r +•., 94003 (MCM-04) WIRE FABRIC �' _ FA-E No MCM04-C2.OWG I _ /{' DArE FEBRUARY 22, 199E FI(ifA FABRIC I ��\1 \ r J e 1♦ PD$/ 4/E/9E REVIEW COMMENTS I e ,; �3Ti� ® 7ri,1, BURY BoF10r Of FABRIC IN 1 1 0 Ac 1s e"xr1' TRFN[H __1_ ��ISAIiRpVE ON MINS` �r�l' ©�`• 7" X 4" WOOD POSTS, PROFS rANOARD OR at rTIP G� R-15' NLN ' • `yam." � \ { �y ` 1 .Y f S� (ALTERNATE ENCfPOSTSICI OR I80-MIINUSUGRAVEL v \T WCC f PROVIDE full WIDTH ;j,�fiQ I d O•___-___.__Y SUBGRAOf Rf/NfORC LIIENf DE DEPTH OF INGRESS/EGRESS BIOfIL TER BAGS/S TAR W 5 EB r r:rL F Q "f GEOiEX,lLf, AS REOUIRfD AREA 110' MINI GRADING AND BA L ES— TEMPORA R Y (� h SE!?�MEN T CON TROL FENCE GRA VEL CONS TRJC TION EN TRA NCE EROSION CONTROL `��Q�� � F� � CA TCH BASIN�PRO TEC TION PLAN / Nrs NIS 1 10487 3W Cascade Mvd SIT 9Fi-0008 heli/ IF THIS NOTICE APPEARS CLFARFR THAN THE OCT 51998 D(x'UMF.NT,THF.DOCUMENT IS OF MARGINAL QUhLITY. MICROI;IL11'[C:D !I►I!�!! i!I! !I �l�l I! tlll!�!" ! !l!li{!�tl!11 i !l!l11! tl!li ! !1!Itli�!lii! I II!I�Is�iJ�l!I tlill�tl!l!l 'Ij!lljl�ljl)I ittltnt nct►ntt ttti,lut nulntt ttrdun ttninn nnhm�nlinn un!!ni nnhm nl►hmUnllnn unlnn tullnuhnllnn nnlnm fill unlmm�llhmtunlnn nnhnl anlml mlhn mltm nlbni nlllrn minn mllun nnhm unh I 1. .,-.-;,n„a .mow-'parm�..••:w-.r-.. 'tom•=.-,.�.„,R....,..� - • V \ _ 64" DIA STO FRAME ANO COVER-- 14 01,1 SiANDA,?0 MANHOLE \ --� FRAME AND COVER !-FINISHED GRADE Of .STFffr ` \\ `� C_iENERAIt NO `-FINlSHfO ORA" j- GRADE RINGS \ MLN .I", MAX 11" � � ALL WORK SHALL CONFORM TO THE City Of TIGARD STANDARDS AND SPfCOICAFIONS. WASMIr3rON COUNTY STANDARDS, MFORN PLUM/ANG CODE, AND UNIFORM PL uM01NG COOP THE LOCAr'CY. AND OfSCRIPI`40 Of fXISfIN6 UTN!T/fS SHOWN ARE COMPN.FD FROM AVANA&I RECORAS ANC/UR fX(0 s;RVEYS THE City OR (!TLIirY COMPAN/fS 00 Nor GUARANTEE THE ACCURACY NqR THE �• - -- \ COMPLI UMESS OF .;'ICH RECORDS \ IMM CONTRACTOR SHALL COMPLY WITH ALL RfOUA7fMENTS Of OPS 151561 r0 157SII THE (OwlRACTOIR SHALL \ NOTIFY EACH UW06ROUND UTIL/IY AS LfASr 4/BUSINESS-DAY HUURS PRIOR TO EXCAVAT*6, BORING, OR I" CLEARANCE 1' \ L` POrHOL#46 ALL UTILITY CSOSSINGS SHALL Of POTHOLED AS NECESSARY PRIOR TO [xCAVATING OR BORING TO S"4w, - - t \ ALLOW THE CONTRACTOR t0 PREVENT GRADE OF AUGNMfNr (ONFL!Ct.; v -FILL /0/Nf5 WITH ' \ P-70VISIONS SHALL Of MADE BY THE (ONTAACTOR rr, P"TF ALL Exisi li UTN/1!fs IN SERVICE ARID PROTECT CEMfN/ GROUr ® \ \ THEM OLAIW CONSTRUCTION 4 4B" \ UNIFIES. OR /NURF£R/NG PORTIONS OF U111/TIES, THAT ARE ABANDOb'EO IN PLACE SHALL BE REMOVED BY iNE r MANHOLE SECTIONS \ CONTRACTOR TO TH( EXTENT NECESSARY TO ACCOMPLISH rHf WORK rHf CONTRACTOR SHALL P106 THE tU LAS REQUIRED) \ 1P REMAINING l,;POSID ENOS Of ABAN00.1 UTILITIES YL \ BREAK out r" (LEAK (MIN) \ STORM QRA/NAGE SLOPE tL, \ STORM DRAIN PIPE, BCNOS, AND FIIIP.;,3 SHALL Of SMOOTH/NI£RIOR, HIGH (:NS/Ir POLYS/HYi1mf CORRGGA%D Q REMOVE UPPER HALF Of \ SCALE- rr + ". PINAS PRODUCED AND SPECIFIED FY AOS, PRODUCT NAME •11:itM1, UNLESS OrHFRNIS£ SPECIFIED SEWER PIPE INS/DE MANHOLE \ \ O % ROOF DRAINS FROM BUILDING SN,4LL COA,NECr TO Siff STORM DRAINS /N LOCATIONS SHOWN ON THIS PLAN COJRD/NAif EXACT LOCATION WITH AR(HI7fCTIWAL AND MfCHAN!FAL PLANS TOP OF THE MANHOLE NAY Of POURED .✓� \ yds % AD/UST MANHOLE AND CLEANOUT RIMS TO FINISH GRAOE • PL A fE MOnOUTHIC TO 6" ABOVE THE 16617 , \-� BARREL Of THE MAIN SEWER -�' 1. WA\` / 165 R 1 PIPE SHALL of DUCTILE IRON ful), CEMENT (INFO CLASS SI AWWA CIS) 161 11 14" O-j d4MIN 1 97 " ���� �+ \ \ i✓ 0 mw �/' ` �.J, \ \ ALL PVC WATER 14AINS AND FIRE PROTECTION LINES LOCAIfO OUTSIDE OF PUBLIC IMPROVEMENTS SNAIL Mit? I• " rill RfQU/RENF•;TS Of AWWA C900, CLASS ISO PIPE, OR N. OR APPROVED EQUAL OOMESrIC SERVES Lows SHALL Of SCHEDULE 40 PVC I'PLUG W/ - 16500 \ /� O ALL PiPE SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH GRAD( ' - - -- --- 110 -1 Of '✓' � STA APPROVED DOJBLE OfrfC.OR CHECK VALVf ASSEMBLY SHALL BE INSTALLED AI VAULT SEE <"o UFIMC; ." r • nANHOLf AND STO STORM MANHOLE-- ✓�� E = Id5 11 I4 / 0i A rf RIM EL . $74 of i' 4 PIAN STANDARD w1ANHOLE If IN . Ib843 fro"l �\ /�'� �\ \ ALL WATER LINE LAPS TU PUBLIC wAfr'4 ONE SHALL 8E MADE BY iNf T114LArIN VALLEY WArFR MANHOLE CONFORMS WITH N i If OUI : Io9 id /11"/ \ \ DISTRICT 1TVWD/ AT OWNER'S EXPPOW CONTRACTOR WILL PROVIDE All -XCAvArioN. BACKFII(, OREGON APWA I - .✓ \ \ SANITARY CLEANOUT THRUST OtOCKS, AND VAlVf BOXES ASrN L-61e D SECTION A A s . if 16!44 \ \ , • / THE DOMESTIC WATER METER SHAH Of SET Or rVWO AT OWNERS [XPEASE _ CA ICN BA SIN 1 \ CONTRACTOR SMALL INSTALL ALL PIPING I Mfr[R bOX �/� \ !SYPHON rYPfl ''rI,'/' / 1Y CANC. PfPE \ -\ EOCE Of ALL (ROGATION SERVICES SHALL HAVE A STATE APPROVED DCUSLf CHECK VALVE RIM EL = 170 10 / - LIGHT POLE IE-183 57 .� ` /� ASPHALT ASSFMB_Y /NSIAIIfO PER /VWO RfOU/RfMfN/S lE + 1610: S10RM It TIP) /,t `'- I" PLUG W/ 4'I ORIF!Cf ` 150 L p 0 •''l �'` // \ \ SEE SWI IT CO EOR UTIRAI M610IMATpN UPON COMPLETION Of THE INSTALLATION OF THE WATER SYSIfA I.! LINES SHALL BE FLUSHED AND j I itNTERLINf `\� /�- S „ 000A0 / \ Q\, DISINFECTED IN CONFORMANCE WITH HEAL rH JIV/S/ON GLNDftlNES ANJ TVVD REQUIREMENTS Of PLUG - # C �. rHf (ONTRACIOR SHALL rf,T ALL LINES PIR TNf rVWO O,tQUIwwwrS SANT TA&r_ e �✓ \ '\ SANITARY SEWER PAPE SHALL BE PVC ASTM 3036, SDR 35 ALL SANITARY SEWER CONSTRUCTION SMALL t 1 1/1" Pvt OOM£SrK \ IE 8" CONCRETE Of IN ACCORDANCE WiTH IME CITY Of TIGARD CIANOARD SPECIFICATIONS SfRVI(E /NIU BWLOING W - \ //PIPE IE- 131 45 ADJUST MANHOLE AND CLEANOUT RIMS TO FINish, GRADE12" CONCRIF J M/SC, UrA/r1a t \\ ', b 1/'►" PV( IC-183 21 / \ /� I.E. NOT ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH \ DOMESTIC SfgyKC r CA ICH DA$1k J THE APPROPRIATE urILIIY COMPANY COOR01AATf LOCAI!ON WITH OWNER AND ENGINEER I r3H-7iN iY�F1' ` \ . ,` FOUND RIM fl r 177 00(A TCH J/I' A(UMINUN t\ \\ (SYPNONA/Y,07)— ` - NSIN I V,, �` ff • 176 SO / `\ \\ PLAT[ \ RIM fl : 17)00 \ fNif NrORANI �.• f O g0 . e '+ / I/1" STAINLESS i CSS SI A BOLI, 1 \ if 17050 + IYw/lkuNf 510KM LOCATES PAINT Il NUI AND COCKING WASHER , , S S/013500L F 0- `\ IE e" CONCRETE rt Tor.4, EACH S/O£I \ `1 �"- R , \� _ // �' \ � \ M 1 �\ 1 \ - 5E1t1E / \ �,PtrE iE= 1130.04 �� \ - 1-r/T"r7-r/t"rl/I"r1'-0"lU ✓ SAN - ALUMINUM ANOLf l .\ ( t 11 1" ! C✓�1 \ ` STORM LOCATES PAINT 4 94rALI 116 IF i"S�q�y l IE 8" CONCRE'E _ 1 I/1'�.vr STAINL[SS STIR t S. OISir ��J` RPE IE= 180(.3' t. Sflf TAPPING (ON( ANCHORS 1 \ \ / ✓~ r PHILLIPS S-11 OR EQUAL f - -- _ \ J L c GENE ' SIO AN FRAFB I COVER (1 rOlAl EACH SIDE) \ \ !U AND REMOVE I \\ _/ \ EXlal YAIfP.,A[ - � \ - - PROPOSED S DAM L6Yf �_.-CI RB IEL - \ _ - - AS OiEOUNPfJ CONNECT ; I �---'�"__ RIM EL. ;50.22' \ \ i ❑ PROPOSED CAICN BASIN N" SID F .•I TOP MANHOLE \ \ 111 /C / NEW LAW TO EXIST 1 LE. IN NW a '77.29' (10` CONC) Y a, 11 L /E P& ''J� �/-F X. (Q:IPL LNG — p/ --"" _ � ` � \\ IE.. OUT $ a 17;.11 (10" CONC) - PROPOSED WATERLINE - •�^...'S ` SANITARY SERVICE - _­ INTO BUILC.'NG J� �, fXl 1, /fR CON ` 1 Y '-� t - PROPOSED EIRE NYfIRAN/ ASSfM/(Y .14L VE of REMOVED. 1 [F[R TO SHEff CS S C6 1 If 1110! f✓ .' -� / PW6.O, ANGE r 5+0� I , PROPOSED WATER SERVKf/NfrfR ?l STORE CONTROL MANHOLE ENIL 1 i ''~ _/ EXIST T Ar MAIN R FIORMIMP ov£MNiS - N 1 s ` - d" DOWNSPOUT i -� I W STREET ' / I CATCH BA-5 V ;(TIL TRAP PROPOSED SAN NARY LINE c IO(ArION(tYPJ ♦ r^" f l ✓' EXIST FIRE `DRAW' — I RIM EL ) f�--'1�/'��'"�•"-- � -� OUTFALL 10 1 -r. �"' 7' v~ ✓ �" ✓ To of RELOCATIO f ,-✓ I I I �� fl, EXIST D.4AINAGf✓AI / \ ` i a PLUG 041[ANOE i rrYP AS SHOWN) 1i \, \\ \ + �I • �N ' f� EXIST Tff AI VAIN 1 - wVSrAlt B1 I,/. M -� COUP USA -S /LNC EXIST SPPIWL[R VUvf \ - ✓� AND BOX TO IE NOYjB. ✓ I ^-EXIST. URIVLWAY FINISHED GRADf-� , EXIST FIRE HYORAVT-� ! PLUG OR FLANGE I FRAME --�-�-- ` 1 TO Of R[LO(AT[D / ~"��\ / ✓ jX:Sr ra krliA IE+N 71?9' I I I < I -' ,INO►EC'EXIST IE 176.44',w I (•; '\ i -BO[I DOWN MN 1t 1 I/1" PVC DOMESTIC SERVICI FIRE SERVICE E� !/ \ �\ -''fes %IfArM I \ FRAME AND COVER : 12" PVC PIPE \ 4"01 FOC LIN[--� `I• I \ ADJUSTMENT - ii NG FIRE IE- 168.56 ` \ sPR/NKL(R SI YSTEM - 4 p _ 1 I \ ) - T.l/I INCA DOMESTIC WA a SIR VICE LiNIt"DIA \ 1 i-3/4" PVC DRIP LINES W1 vEl OCn r BALL _ D91P VAL VE t tSrA S1 NAXA40([ 1 \ INN[L A 17J 80 If /A' • 16706 /11'•1 it IN . 166/1 I18-I — ""6� .. 'M�. :C;i )'�'' N ►i'L 1 \ I( OUr 16J 74 Oto"l TOR" 1 DOUBLE 01TfCTUR CHECK \ t' ►- t�rN ROCK ll I" CROSS t IO ' D UGMT POLE -- t I VALVE AND VAUL r I t 1" D MfSrIC WATER \ M1•�eh..j�l,•''jl rt • '}" - '"`:,1 1 - i" ■ 6" REDUCER \� s ` \ 172 (Sf• 0.0700 IAYCHONASYP / (TYPI I �� ! ffFTSISERVCfs .r_ N "yS • y a 1 f- d- GArf VALVE \ t RIM[L . 17J 00 --- i I \ \\ /4'PVC Sl GF:'NG W' TO �6'0.1 WATER e"C/ WA LER \ \ , \ ` y' I , ILIO f0 I I i i 1 I I ; ` !XIS r FIRE IAP W/ 1 DOMES TIC oomtsrc VALVE 1 J_ i" r----DOMES r/C - B SECTION A-A FDC TAP CONN[C'IUN 1 \, 3 k �w 4' VIA MfrfR 3/4" TAP-BALL �MYORANI ASSEMBLY VALVE DIG/P EINE AMILIMAYG d" GA if VA VE 0! FDC L/Nf I 1/1"DOMES/1C WATER l CONCRETE MANHOLE CONI I % %e ^ I �^ SEC 0 1 A f LOW FIT t[1� 1 \, E` 1` (FROM BUIL LNG FIRE t Mf rlR,ESERV/Cf EOR /RR/OA I/ON / 3/4- VELOC/IY-- I S W SPRINKIfR SYSTEM) I_I/1"DVC DOMfSt/C SfRYKf BALL DRIP VAL VfS 1 1 t Olt 1 ! fREF'R'l0 /RRIGATlON PLANS! * 1 \ ,.✓ F - I-I/1"PVC DOMfSi/C SERVICE I I I I \ BALI VALVE VA(IlT! t, d"OI FIRE SERVICE LINE V•TER I i \ NO E.' SFE EET CS EDLP 3/4'" PVC DRP IINf, I FLK / (SEE LK/Al(I I _ OIP.E;TI \ rte' rd FDC TAPS >r4• Fort i _ )r vi TER y� - - P` I �\ WATER S''RYICf CONNECTIONS. \ IS[[ PLANT DRM LAIN \ -~ !Lew . oo$ -- � i i —EXIST ORIAWAY \ I-w•---'_- •� 1 ti 0 IE. N ` • E POLING A A 1 -3/4" DRIP LINE \ 1 \ 11 \\� I< Is I i 1 � � � 1 I 2 00 \ 1 LIGHrr� �1 1 I I I � 4 ,,--CATCH BASIN (OIL TRAP) - - \ ,./f• I`r 0" IEE FDC /� I RIM EL - 172.76' 0" REDUCER = - J y \\ TOP Or I I I [XWY M6 IME NYMRANIT - 6" CA 71 VAL VE ..-7 \ \ BURIED IPE I I CA, CATCH A 1- / CA r(H BASIN 6 t ! BASIN: \\ to S / `- isY HON r I Y 7� \ I I ✓ RIM EL - 171.35' '�- SANITARY SERVICE INTO BUILDING I I.E. INN 159.53' CONC) \ / \t RIM ft . 16D00 /l I/4 4S I � ( \ L 3/4" rAP-BALL / IF F9650 \ �- iR[NCH ORAiN/CB 7(SE( LOADING DOCK DRAIN SYSf£M) if SHEET CS FOR LAiERAI !NfORFVAIION I I I I.E. OUT 5 - 169.34' (10" CONC) 801 r DOWN \ / VALVE DRIP LINE / INSTALL 14 L f 10 , / RIM£L . I76 DO MH FRAM[ AT (OW Pl , S . 00307 t L I-PVC S�O50 /f our 16/40 /e"1 I Harper AND COVER \\ / \ ` a 1 STORM OU ALL 37 l F /" S1URM, 1 : 00511 d"DOWNSPOUT IOCAr10N (rYPI ' \� ` 1 �d It To ; Righelli+J, Inc . PLAN \� SrORM CONTROL MANHOLE , S + 1 SEE of TAN ON THIS SHi'Er , r V+ " �- ATfR Q(AILfIY FACILITY BALL VALVE VAULT DETAIL RIM NL. • UI7/ Y " SffIWdNG��ANI T --- t ,\ If IN■ 10801 fld"I `, ^' " - s if M!. ruorrro� 4 8 Lf 11 Sf RM I [ W O 1 N E E R S N r s - If. By, us r7 n"r - - -- _ ------ - -�� - -- 1 00 D A' \ — - _- 9200 S'A 1tALADAY AvEN!iE, SJrtC SI! W`P•'IND ON 9726 ( (503) 22t-ttJ FAA (501 :'2r-117, /� �1 F ` ' \ \ �J1/ti i'IVTS• 0 0 �� � I a ; 14"STORM OurFAi,I \ \ 11 S,-JRM(LwgW- / INSTALL td L.f jt S . OOOdO Oil RIM EL'p'101 t CUkB / I l If OUT . LOSS/(14") \ If 16841 l.f. fC.B. 11 H;HGfo DEFLECTOR r3 12" r`sC 11I1rF \ RfFFLA r To STORIMrIA HOLE — IE- tf,9 50' �REF[R r0 "STORM , rROI MA*af"DETAIL FOR FLAT-IOP MN I I PAVED OU.' Of PAVED /Sff P(ANl FACIL/TAtf CLEAN-OUT _ RMI EL . I6lSO � pp TROUT IE /N r 16570 114"1 \ AREA DRAIN: I N I AREA 45• efNn FINISH GRADE ROTA IE AS -GRA If /� if IN Id560 (e"PIPE W/ L•PLUG WITH 0.5"I ORfKE AT flOwl/YE OF I'PIPE) RIM N i9R,82' 0 t REQUIRED STANDARD CAST IRON If OUT . 16560 114"1 \ I.E. IN W - 184,34' (10' CONE) I I N I RIM EL. FRAME AND COVER LE. INN - 164.52' 10" CONE -M=1 --T NArl;ff ISFf PLAIT/ C RIM L. = 68. TRAP) I.E. IN E - 167.3;' (10" CONE) I i I --I BACKiflI CASCADE MANY II I RIM El.. = 168.54' i 1 - CI ICI U I.E. OUT S - 164.29' (12- CONC) GRANULAR ,� I.E. IN NE � 187.34' (4' CPP) BOULEVARD( \/ MIN �- - 1" MIN LE INE 187.27' 8" CPP I p eACKFaI .��� V L E YAR D I.E. OUT SW 165,79' (12" PVC) CENTER ----14" X14" X41" - I � "LYNCH" CAftH BASIN ! ' S i r� .; USt PIPE MANUFACTURES ADAPTER CONNECTOR OR \ -FERN;0" FLEXIBLE COUPLING WITH srA/NLESS COMPACTED j J _ --- % S iff! CLAMPS Oq APPgUV£D EQUAL FILE �I MAIN 1.f. 1C.B. ?,3,LS 6,71 — 6" OR 8" PVC Iib 3,4,5,1/ Norf (ONTRAC?OR SHALL (SEE PC ANI ISfE PLANT UiTrINGNf ED q[OR EACH t PIPE BEDDING AND BACKFILL DETAIL fATCH A NEEDED FOR EACH P -4OJECr NO 94003 (MCM-04) 'II_E NO MCM04-C3.UWG -WYE OR Tff AT MAIN CATCH BASIN rl OF 6"DI PIPE , 5-003 MI5 ((B 1/ 4S' BEND ----,,--, 15'• ZURN I-806 TRENCH IUAN CLOSED fN0 CAP OA rE FEBRUARY 22, 1998 CA i CH BASIN/AREA DRAIN of TAIL WYE BRANCH j GRANULAR WKF/LL -`I ZURN 6" NO HUB fNU DR /N, IM L 1 (TURN ITEM NG. -F11 15. nFvfaroN9 DA rF OUTLET !ZURN NO -fbl N T S (" OR 8" r 6 8" �Lll-1 ALL SIDES rl[ Our - 169/6) TURN HEAVY DUiY CAST HEAVY OUfY CAST A 4/8/96 REVIE\V COMMENTS �1 E IRON GRA I:. (IURN NO. -6) IRON GRA 1F 1 OR 10 )SffSEE NOTE t�j I"xf"■I/4" ;rEfl Sff NOIf Q 1 r PCANI r•-�1,= TO SfORN SYSifM \ � ANG(f FRAME� `� I(OCAiION VARIES, SEE PLANT�t ----- -_ - -- - PPE TAP PROVIDE 4 SFCUREL Y ANCHOR rAe/ CA N S SAN If I SL OPE PROF (Sff P(ANl O F \�- N'(ZURN TRENCH DRAW IrEM NO 10101 10' IIURN rRENCH DRAIN/rEM No 100!1-----.r LEVEL STRIP SFf NOTE G 1 "A,�Ss�o _s--- INSTALL PLUG (END OF LINE ONLY) lo'MODULAR sl(r/oN PlPf r0 PIPE � 13,069 -� •,rt F Q BREAK OUT WAC` r"MIN, d' MAX CLEAR Of I LI TY PLAN __ ,ll(�1_I06 SfCT� PIPJ MAL.( GNDU1 SPACE W/TM NON-SHRINK TROY r rt NOTE CAST IRON FRAME AND COVER SHALL BE bus£ "FERNCo" FtfxdDtE Comm w►rM VALLEY IRON S STEEL CO NO 'S 101 (6"1 OR 103 ie'7 - 14"174"141" LYNCH -OVER LAPPING /DINE OR APPROVED EQUAL (ArCH BASIN W/ Norr INSTALLATION SPALL BE/N ACCORDANCE WITH OR-('1rN c� HfAVY DUTY GRATE LOADING DOCK rHf MANUFACrURfS'S RECOMMENDATIONS STAINLESS STEEL CLAMPS OR APPROVED EQUAL r. 1g,\40 RIM f. IN 90 TRENCH ORAIN /o Of PLACED IN CONCRETE ©CUT MOLE INro PIP[ AND wsrALL -FOW(lR" p l E /N : 169 10 ON FIRM NA r/VE SON S SEWER Boor TAP (OR APPROVED [OVAL I E8 L. N' /� if our = Up 13 STANDARD CLEANOUT �,� STORM DRAIN CONNECTION DETAIL LF �' C3 _ N T s rL OA DING DOCK RAIN SYSTEM N r s. NTS 1ae7 swcr,cAnP L3r,�r SIT 960008 3ofe IF T141S NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCIIMF.N'r,THF,DOCUMENT IS OF MARGINAL QUALITY. MICR0FILN[ED �IiIA �I I�h��i I�� I i;��i!�I1II1411111-11117, I�III�I�I�I�I I Ij1lrl(Tj1�l I I�III�I�I�I�I 1 I�I�II1�111�1 I I�I�I�I�I�ljl I�����I�1'�1���1 l �II�i���I�I�I I�����I�I�I�I� IIIIIIII IIII�IIIi IIIIIIIfi�IIIIII IIIiIII�IHI lill�li!I fllllllll IIIIIiIIf III!�lili lljlfll IIII�IIII flflhnliifiib(n inlliuitilllliifl IIIljlllllllllktl11111�IIIt 101011011 IlHjllil I�lilnii niilnn finlinf niihiii nilnif iinhuiltliih�U 10;;111 n y. 1,1 77. f. C_ DEMOL I TION NO TES • I REML✓E EXISTING BIRLDING STRU('URt: CONCRE/f, ASPHALT, CURBS, FENCES, AND J 'd APPURT£NAAKfS WITHIN THE PROJECT 'ROPfRTY LINE TOPOGRAPHI �_�` URVEY 1 REMOVE fX/SIWG FREES MllHJN THE PRO.ifCT PROPER/- LINE UNLESS RIOTED \ \\\ OTHERWISE 3 TOPOGRAPHY SHOWN IS FOR AVFORMAIN1NAl P;IRPOSES ONLY. CONTRACTOR TO VERIFY ALL FIELD (ONOIT;ONS PRIOR IO CLTNSTRUCr10N LOCATED I N THE NW 1 /4 OF D \ \ \ 4 Rfl'OVf, ABANDON, OR RELOCATE EX/STAWi u/k1TI LINES AA'0 APPURTENANCES SECTION 35 ., TIS WITHIN THE PROTECT PROPERTY LINE COORCAWAlf WORK WITH rllf APPROPRIATE r UTILITY COMPANY PRIOR TO CONSTRUCTION REFER TO UTILITY PLAN FOR UTILITIES ' R1 W' W. M . \ 10 Of SAVfU , S REMOVE OR RELOCATE EXISTING POWER POLES AND GUY WARES /BY OfME,:SI \\ COOROAAIf WORK W1IH /HE APPROPRIATE UTILITY COVAoANI' PRIOR TO CONS' CI 1 Y OF TI GARD , IVCT/ON ri \ I/ 1 R O ri LAE �f \ D \ \ \ If REMOVE AND/OR RELOCATE EXISTING STREET SIGNS LBY OTHERS/ COORDINATE WITH THE APPROPRIATE AGENCIES W A S H I N G T O N COUNTY OREGON 1?" PIA. 1INL dk \ \ --------------- -------- --- f \� SURVEYED JANUARY 3, 1995 UNDERGROUND VAULT l \ \ �& \ �cRK• SCALE 1" 40' \ ���-' \ \ \ A STANDARD OREGON STATE HIGHWAY DIVISION REFERENCE. MARKED 'P.O S.T' ON THE BEAVERTON-TIGARD HIGHWAY (HIGHWAY 217), 1500 FEET NORTH OF GREENBERG ROAD, 4I 1800 FEET SOUTH Of SCHOLLS FERRY ROAD, 11 FEET WEST OF WEST EDGE OF PAVEMENT 'X HIGHWAY ;17, 217.34 FEET EAST OF PGE POLE /6981 •1967•, AND 1 FOOT EAST Of \ \\^ OSHD RIGHT-OF-WAY POST MARKED "P O.S.T. 399+9689' BENCHMARK ELEVATION 194.237 FEET or �•_�� lam/ / \� IN I �" R = 12116.00, NOTES 4. r f' Ati'y'r" / _ ` �� '�� • \ � \ .11' DIA UNE L - 273 43' L`L1L.LJ:aiA. � i•f \ \ ? cl _ 11 T WATERLINE LOCATION WAS DERIVED FROM AN ASBUILT DRAWING FROM THE IUALI7IN VALLEY • 0Y• a10 W�,(� ..-f_.N'r•`_.� � � is Row �Fo-? R D to ✓� 1,1 \ CN - `; .sLi'Sr'3a" t: I \ •� \` \ 271 98' WATER DISTRICT. THERE WAS NO UTIUTY PAINT 10 PHYSICALLY LOCATE IN THE FIELD, SO ' oa SAA 12 UNES ARE APPROXIMATE.. �[..P�lrt•�Tlo CINE � \ �• -' \sy \\\\ / '4 � GASUNE LOCATION WAS DERIVED FROM AN ASBUIL'T DRAWING FROM THE NORTHWEST NATURAL \'•; - _Y� ' y:- 1 0 ` \+ GAS COMPANY. THERE WAS NO UTILIFY PAINT TO PHYSICALLY LC.;ATE IN THE FIELD, 50 UNES 4\ \ \ ARE APPROXIMA EDGE OF 11,\ ,```; r r,.. - .:� ..r•\� I �� TR/t -✓ D/A/MIfR \\ d` � __ r.,:r•.�'y. U1C10u0US TUI OR (ON/FER /C 1jo 183JS7 P� \ - --ASPHALT \` R _ ♦` \ . .O.W UNE I ` I\ TOPQ NOTES* LEGENDo `% IC B• CONCRETE RFT. DIA. POST FOR BILLBOARD - TELEPHONE RISER ,�1 PIPE IE- 181.45``1\ �/_,1`' � 1' 1 / / 1\ \``,�, _ � \ * •\� `, r �\'`. � + 41.42'S4" \ '�j 2 TELEPHONE RISER IT �18CON,RETE�IF'E \.�:\ J` \ . \\�\ P 15L23' D1 - GAS METER : 1 \ \ .� I.E. NOT WATER METER FOUND L = it 39' CH S :2'04'46• E 4) AUTO SPRINKLER rY� - GAS VALVE \` 11,1 \ \ I' _ ,- �_ • r \� - + -% . _ '• r �'-1 �J ��' ter' 114.81' 1\\`, \ \` � - • _ - W/TER CONTRO. VALVE ) - MONITORING WELL STORM LOCATES PAINT UNDER GROUND POWER VAiE 8* CONCRETE ULT - \ ,\\�\ 11, I � `� ` --''T � ~•�- � -7►•', PIPE IE- 160.04 �7 GAS VALVE 1 1 POWER VAULT \ \ \ 1\1\ \-�` 1 �-- \ \ -., �.�` 2 -,-STORM LOCATES PAINT SV `,\1\ \ \ 5 f - - \ \ `' ,�O �� �•�= ,',,- IE 8" CONCRf IE - SPRINKLER IRRIGATION VALVE PIPE IE- 16063' PWR UNDERGROUND POWER LINE �. 1\\� 1 \ \ 3 CURB INLLET. `\` -\ SAN - SANITARY SEWER ONE RIM LL - 180 22' ` `11 , \ \ ) w cwo E Eh0 ~ t 7'8!5 AC7lFS ^ `' �� U t�\ . - I E. IN NW r 17729' (10' CONE) \ 1\\ 1 HORSESHOE .. �. \ I IT . t M - STORM SEWER LINE ` � t \ _ E. a s to 7• (to• cn'�c) t. ,1\```,� 'l 1 I i� P115 � ® S"x�DA COVERED �`� ' -. 1� ,�-"1 _ � - - - \ �\ TV- TELEVISION CABLE \ ( \ D (? `� A vim 2rr DIA-`IJICNIC AREA � ��_ ``� �\ END CURB CTE MANHOLE ` ye RNA- 180.01 -WAT - TELEVISION CABLE - \ ` I.UAWU a i/ �" RCM � z \ GA, _-CATCH 9N (CML TRAP) - RAILROAD TRAC"S +" 1 ,\\\\`\` \1 \ 1 �\ l 1,S ; fCi;PC4i PI Dc L�►� r w _ �. \ti / RIM 1,l • 1(0.11` . M \ \ WV r• oeklM=x114 2b f POST • 'IV"GA E O5 X WATER VALVE \1`\\\ \\ 1 \ f '\ 2 1/2' PVC PIPE +` �� _ _ hIM� 17387 !;5 ..... . 8•�cx,f. PE \ \ EXIST. DRIVEWAY � CATCH BASIN 11 OIL-TRAP �� \t �\ 1_-� �� .`��!"-"----_ I�: 17?.71 -•�-__ `•� �/' I / • ,ROLLER GATES \ \ 1\ - !� BRIM• 17306 WATER 1t N = 111. 9' < Q - STORM MANHOLE al-'RAP ` ® GUARD - CON INOL 'JAL VE 1) S - 1l4It f \``t - IM- 171 80 �HANPRAIL RIM- 175.21 POSTS,.,. _ �„ /,;ATE POST - SANITARY MANHOLE N _- ' -� _ 1 DI �� _ l GL 'PAP ' :. ,•. ' _ WA NOIT D OTHERWISE) (UNLESS 12" PVq PIPE RIM 170 1,70 84 �`' _ --' �AT . • D 1 II D D i „A� ( N,RY KEYPAU C q.\1�\• \\\ 1.,� I r RIM-`�.:1 �` `� !//r / / Zzlt 5' / /i I \� t D 04 4 - AUTO SPRINKLER To POWER VAULT / / f Oe : \ I ; '� \1A �! FIRE HYDRANDT �. OF A / /t •� '11\I\ l� t\ \t r RI 17o,7 t / • A 1 J\u. u ISI . /' ( 0 02 ^� 5 STREET LIGHT IN D 0 A c ' .! RE1AIf NC �I I 4 c7 05H 3r G 10385 SW CASCADE LLT - WATER METER \� v \ L(iu�� SPRINKLER CONTROL VALVE \ I D \ DOCK 4 t OIL—TRAP , • 1 I D 0' SANITARY SEWER NOTES: _ RIM- t 7C 84 1 = 170.57 _ •' 1 / • 1 ,.�h ',� '- DECIDUOUS TREE R M SANITARY MH /1: � � - CONIFEROUS TREE RIM- 187.17 � „ D a: IN NW- 178 86 (8• CONC) `"� \` ) OUT SE- 176.68 (8" CONC.) MISC. SHRUIIS \`\ DIA 1 / 'Of SANITARY MH /2: "1L''�-���'`r 1 04 WAICR RIM- 185.76 <� . IN NE- 1,80.88 (12" CONIC.) i - SIGN 1 01REC 1Py ��` --.1 I l,' SN N EN POOLING �IQ�E P0S1 m 1 h e,.11 S Inc. `\\'`\ \\ I LC1W UNDERGROUND / E D + - - FENCE LINE F N 0 I ti E E R S �'� ` � 1 i IN NW 173.7E 1,b• CONE.) � • � '\ ` \` \ l\1t` rn \ 170 1 • I ' JAU_LT •0 I.E. NOT --EXIST. DRIVEWAY IN NE= 169.92 (iZ' CONE.) l ' 111,\I�\\`\ V\'. w; \ i / �,..�.�_,Zz _J / T ,ra` FOUNp _ IIA' r_, O'IT SE- 1ti9.73 (1 (7 - UTILITY PO:_E • 1• CONC.) '7G ):�� ... r .�' D.I-� \ t -/'•. (503) 22t-'131 r ( 03) 7. 9'20 �\\ � ,1��!r�' `/ /1//%/T/ / J//J �i" ,� i � us„ T DPA ROLLER GATES 5:vu • w-' Av it \ v '/l-.0-1. .L ,1.�'. >< - :RWM [N:,C. SU NI SO31 271-111- PIM- \ \\ 1 \t\\ \ �. 1 • I CATCH BASIN (011. TRAP). C� N J ) SANITARY MH J: GUY ANI HOF - U 4 w do ��S" E w P�5" E fhG •fir♦ I RIM- 181.33 0 • GATE POST +,, ,{ 1 , �t ` / - I t RIM EL 172 76' \t`t ��I\\\ \ _ 1 .0 6 ' TOP OF TTT k+ � IN NW 188.23 (12• CONC) \ `� q. Re_wt)► t1+�r.•e• _w+t• rej GATE POST OUT SOUTH- 168.2012" CONC. 1.54 'I' WA (e) Bus" art AIJURILU Pit'E CATCH BASIN: ( ) '—0 • HANDRAIL CONCRETE PAC c 04 II I L� lib RIM EL s 171.35• `\` t ;\' ` s mss• I / _ I.E. IN N - 169.53' (10" CONC) SANITARY MH #4: C� r STANDARD CURB STANDARD I /r LE OUT S • 169.34' (10- CONC) R114- 178.23 CURB • / IN NORTH- 167.32 (12' CONC.) ���/ // EXISTING BUILDING BI I ', WODCi WALT \ \ ` 1 _,% 0 OeJ OUT SOUTH- 167.32 (12• CONI;.) CASCADE \\ SANITARY MH /5:\\1 RIM- 187.38 BOULEVARD IN NORTH- 159 20 (12• CONC) D 03 -- OUT SOUTH- 159.11 (12• CONC.) EXISf1NG A/C PAVEMENT DIA. LINE CENTER 1' = --�S - \ -=`C -�._. �foi R�Lne , -c t� F► --- 7�' f� /) APPROXIMATE LOC.AIItNd \\ \\ \ �, - t\ \ \1 \ 444 R.t / / /� a SANITARY MH . - j �m RIM- 184.88 1,7 � D o• - � EXTRUDED CURB / ��`- � I �- \ 0 �\�_ D 04 ,TO / I �' D 101 IN NORTH- 157.23 (12• CONIC) a OUT SOUTHEAST- 157.15 (1?• CONE) EXISTING CONCRETE 6 \� C 1 �\ 12,./NYC PIP[- `ENU ,\ .. � - .. `1 1F,5.50' SIfANUANI \1 \1\11\ 11 END STANDARD, BEGIN CLIRb FXTRUDFD OURB -- - . ' ) `` AREA DRAIN. � � / 1,l `- P•10.,ecr ao � 94003 (MGM-04 i 7111'00" W \ �_ DOCUMENT NO 56003215 RIM • 1,68.82' \ �fl.F Na MCM04-C4.DWG 160' I.E. IN W - 1164 ,54' (10" CONC) • CIArF FEBRUARY 22, 1996 CATCH BASIN (01l TRAP) I.E. IN N - 154 52' (10` CONC) I; F•F VIl1aN9 DA fe' Of9Cnrr1014 . RIM FL. • 168.54' I.E. IN E - 167.37' (10" CONC) IT 2 R O.W. LINE EXISTING GRAVEL SURFACE. \\\\1 A a _- LE. IN NE � 16 4',L4*PP) I E OUT S - 164?9' (12" CONT; /� t s I.E. IN F. w 167 27' (8" CPO) -�V - - - -r 2 r' PRE.PAREf? BY: t I.E. OUT SW - 185.79' (12" PVC) R 0.W. LINE I \ Z G k L LAND SURVEYING, INC. r- N 1,2" DIALINE 8116 S.W. NIMBUS AVE + w • • • w . --" i/. p�OF� I I BEAVERTON, Or?F.GON 97005 • • + + • . • EXISTING LANDSCAPING r r' 1,P!~ n 12 PHOT 641-0308 " • -.GTE MANHOLE ` W 1, 3 `I RIM- 187.42 If•v,I add;tinnal topo south of previous survey '2-14-95. SITE SURVEY V A. 1,OW) F' ^ JOB /1371, EY �•¢ / -•'� ( � �I CATCH E BASIN: rev-2 added missing Morm lines and text 12-15-95. 0 F'GON' e rev 3 added right-of-way lines 12-16-95. A N D ' � LE IN 164,W' (10" CONIC) 9 Y C' ,r�,F 1. t 9,`90�Q�Q e I I I f� I.E. IN C - 164.23' (8" CONC) DEMOLITION PLA N NNA -)� I.E. OUT S • 184,15' (10• CONC) I� FX BASIN I' II ^"T'^•{ BASIN (al TRAP): !/ �'7"' 10497."-'JV Cascade 61vd SIT 96-0" 4 of 8 IF THIS NOTICE.APPEARS CLEARER T MAN THE OCT 51998 DOCUMENT,THE DOC•'MENT IS OF MARGINAL QUALITY. 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Of OwrYa W •:::SY fi'as Paawlpaaw anruma/ +� PAY 0c"W mk rr Red Woi ?brl.Ml as atom Aar'wrwaa Ort+kar WNW' MO Pon Oak 2*081 at as Quaa•a patnaa 7a A ysowd Aak J-081 W••e;M aOaw F*Nhw oryLtilra Waywtor M hNNI11 ka poor J•raalAAY aftc para Mille) m•1+dwee, vol vRmrpa ORM.bpaaaaa Zeman 2-aal.941111 so,44.aaaban lama!*Neva vip Owaa' AMI Aaa ON Noy NM a aaaaarww>rua Gad Ora 4• Dara A�aai$Nndoowwbm t1=s/' s.6"as 7 llka09/aadar,caro AaMaa' ov Dow Ninroan iN s ac vakwo a darld DYE GNMf Raised Euagwru Z•:1f' sLa;M 0DAN aba CaryaA' it •apwaaa Nay 71:�• ii'aA RRaa della Corwara' L ia•WoAaa ipl Was. Lauoalna Aeparaawaa OLL Oat LA96M C"Land 91-s1' ls'as A%mn 6ruaav4=0 rlar L"Ona' p M RJ11 ARaadaranAon WWI t'as RfY,dar.amon rim* NvtYc.4l MNarw"n Zhapla s,.hadwe\ p" " i1;1ii' s'aa GMAWPIM z \ AL Noun~ sial mbwwwn 0111410 `�• - � vrco akar s..w C.U'vesar momma 7CarN heave ►WLR.Lad lawrar.apa► 9�R Was ` M�r•'aaw nwa.rwr C�dmar _ % rjr 0 i \ • L �,:' Saw Nldr••aW aaa Par+ i! \ �tonaro ✓� / \ �J Q tf(J 01.. ( (1 �bMrir�..w eu W�wrorad F.pgGba hb -k N Red Maple 1 S' R Vis` •i- iar9kq aaaa a moo" a Oryan Oak J � �. �' fff p0 a Pin Oak :..�.+,. ft% r� ra aaAV nraa Too"it pRaw 0 am"of M /`, • - aaI«as rI Ua aAd d \ aaaanw ad no a I- d ;.1 \ boo 1 (1)1d 4 ` a As dove of M uakmat by patwtaaav porgq& �� \ — ` j U —--•— 8 0 i l p�wm ew aso ria.as�waft mina ft or».� r» . r mnaa� Ki I+i► Mr \ 12 A : E 4d o.i• 4 aaaMlalAn 19 Dv IV PN,,i1 :2AAP- \ � a_i6 W\ It f \ \ 1 2 ►LA r \ 6JH y i City of Tigard • - ' r. �--1 - \ Plan Review for 1F�A; Building Shells ►� �\ & Site Work.. \ \ \ February 23, 1996 t V IRA7 n I P-no.Ner ftTQN�\ ----� 3DWE ' .• ; .�i CASCADE .............�...�.. - - — • • BOULEVARD COMMERCIAL \ a CENTER TIGAeRD, OREGON I f-nD.mc r ND. FLa NO. , DA rW . nlvr9o" . DA 7W IOa'aQ91rTaNY ats'r�; A-3: LANDSCAPE PLANI to 20#--Ost � �4 1 C 0 M M E R C I A I OREGON L A N D St A P E � ' aNa.r T/rLr : sic .- _.. ...... TIMI pbn Ire bR>Ml I pRRRISIM 0=1111n"Isis T"W"W"q,ML j • 6W pbI11RY;r Inwspon, w b�IEnrMIIbIp RYIM daypliblM CHRISTOPHER F RE5�L Y bIRMaAAeIR ft.NR►pl�elod A1l�r wOErIIM�N 11111 a dMoAeRIlren d alb An WlI R1Rt"N"panlliribn Imn TevW NwR %ML LANDSCAPE A It C H I T E CT a1d IabNucb In11p10rR b rale ad TAnaa UIM W ltrwwau.4VWdO" nin roF WNay 10487 SW cascade Blvd SIT 98.0006 5 of 8 IF THIS NOTIC F.APPEARS C LEARM THAN THF. UCT 51998 INK-IIMENT•THF,DOCUMENT IS OF MARGINAL QUALITY. I�III�IIIII�I IIlil�l�lll�l nnINlCH Idi_f--IN TC1NAl�llI—i�lIiIliTll-�-ll-lJill ill !ll'IIlIII lntnnIilIlIIhIIIlYaiImIIIIIIII�IIlIIIa IIII lll1l1li�II-1111 llfll i-1l11111�►111111�1?11j(illlflln110111111111111111111111111111!�II LIIIII�I1,illl;! lI Illlliul�liltllllil,l lmI iIllltlllilll1l1�111i1i1 11I1InI1I1I1-II.I.�mIIiInI,iIImI LI milllllillll�ll IINII—II�II3Ii�I IIII �nilnnlnnlnniunlnnln�il,naill Q 1 \ MATCH UNE L$ \ w`FA -7 Pk5pL- \ \ 14 D&H "oDwE I t •1. i 7 QS�E' \ U -JAI,, • 3 7 DWE JCS titkA I �o..EsS -� C==== —10 aC M coo — I I 1• I r t�ac. I City of Tigard I ' • I Flan Review for Building Shells & Site Work - I I -- I —1 February 25, 1996 DWF v 9 aZ • � ' , �• I S Pte— --- � _ CASCADE \ \ 1 a7 .. ..7�� • w �, _y I . _ r til v - i .�L,, _ !..^<. � !/ r-' � ' z,- .tr - BOULEVARD • . \ _ - - ' COMMERCIAL CENTER TIGARD, OREGON A ►Rcr.�ec r Nd . I�R No. OA Tt r RtVWNWO . QA Ti. D&WRd'1IDN. LANDSCAPE PLAN / _ _ TEWELI of 20'-0" . r' COMMERCIAL 'l. Oil 40N �� ! LANDSCAPEti BMFET Trn.f ,,ZAIVIISGAPE PL/1r4, L>delus1Vft Clause For QMJ&ft0Vffd QKW J00 .. `I IMI.pion has mas pn>"nM.>toin pecaml. I for T.udl Nl,mry,Inc. �.'{R(S'TU P H E R FRF 5{i L E;Y ' NIII Pi�cY�lltll�lkils,1bf 11M rl PonllAlrq Aftd drfiONbe�d ha�%r VO peace Any um �or dlW apal L 2 of 66 plan w�aA wrIbn pm*sbn bum T&"Nay,Ina LANDSCAPE A R C H 1 T F C T and Pkrucb InvaAms IN pfahb ld mo s. , ,u.e . nr: ,•, n M i,,vn rtr nn •n• v a: 10487 sw cascaae+�,, SIT96-0006 ` Sof IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 1)U<'IIMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �IIIII�III IIII[iIIII III1llll I�Illll�lll�l Ililllf�lll�il I�Illli�lllll I Ipl�Imill ► I1I11!I1I1111I IIIliIIIIIIlI I IIIJIIIIII�iI I Illlll111111111 I i!Ill�Ill'�II I�Ill�l�l�illl INCH 'IMAW 0 CHINA _ ' Illilllllnnli►i I lulicu—I II►h+illnlilnlinu iminn nnllui nnlnll mlln�i inihminnhn�nnlu+I iniln�ilnnhm ui�h�nlm�hn�Iilnlnm�lnNnfmnlnu nnhn�inilifn nnhns Inlhrl nnlnn imliiu�nilni�n�Ilniiim►hminnl:n�! ' '�� t -WIT rt x IRRIGATION LEGEND g� � HEAD LEGS; L�sq 200 PVC Poe for is*,*I&W%buy nnn liiwou 12 halms •• Dias 200 PVC POO for at,APY k1@4 hury mk*nAan 16 ndres Srnbd Pawn Covwage G.P.M. Marr9. A Caastpsm No. = Sdw'uM 410 PVC Por k, missl um*roads End i ep I'�1 S' 81 Raktkd 1100. 15EST Cass 200 PVC Poe AN,a arw Maws Sita 2 on"dwrkww a Poe. Sh*Siap Ik30' 21Rartlrd 1804 1SSST 1l'i Ranbrd ESP-C-21 Im p&w Con&vmw(wa mmr"4. ® 1141 10R 3110 Ranbid 1800. 10Q-LA ��, Fabco Modal 805V, 1J'"1'arrbb clock 8addk w Prevwrar. Ltd 112 low. 79 RanWd 180&IWLA �� W VaAw, 1.5' TFui 100 1.117 Rarsbald 1800. 10F• LA • r--*I"Modal 3RC Addy Cotplsr. V Ver. Ale 101R. vanes Ranbid 1800.10VAN-LA RainW d Model PE8 Ehmalk Rana"Carwv/V&%.6 ,k 1%I 121R. .ib Raetwa 1804120 O Ram ma Conical Vah a Nuns w. 112 12R. 1.30 Ra►sllrld 1800.12H (V� Prossras Reyrradn I V"v- walks/modal UL85, 1.5" • Ful 127?. 200 Rainbird 1800•f 2F A ` qk Var. Are 12W varies Rarnhrd 180412VAN CONTROL VAL►''F NUWBI:R 1 2 3 41 5 8 7 8 \ f, 114 157? 9r Ranbid 1800.150 GALLON PER IMfVUTE 54 /8 57 38 58 415 28 21 \ 1./2 fbR 1.95 Raasbr+d 180415H CONTROL VALVESIZE f.S' 1.3" 1.51 1.5' 1.5` 1.3` 1.5` 1.b" \ L=L�IWN, S=SHRUBrGRCI. c S S S L S L L \ 1 ' Fui ISR 3.70 Rrra'dlyd f d44 f SF .J CONTROL VALVE NI/AAIiIER 9 10 11 12 13 11 16 18 \ Q GALLON PER MINUTE •15 23 53 23 31 50 31 39 Ver. Arc 157? vanes Rarrdid 18041SVAN CONTROL VALVE SIZE 1.5" 1.5' 1.5" 1.5" I.S. 1.5` I.S. /.5• L=LAWN. S=SHRUBrGk D. L S S S S L S S i ® Part. CO. 22P 70 T-Aird TI-PC-T2:-65 CONTROL VALVE NUA,I8ER 17 18 111 �=J Part Cb. 221R 1.30 T-AM TI-PC-T22.13 GALLON PER MINUTE 1i 12 23 ` O TI FC Ful Cir. 22 CONTROL VALVE SIZI 1.5" 1.5" 1.5" F.' 2.70 T-�rT1 T12-25 L=LAWN, S=SHRUI3/G tD. L S S rr.u, C� Pert CE. 30R 2.00 T-OM T4.PL:-TJ425 GEI2ERAl.NOTES 1 This Pan;s sa wnaac,p wce as p**% valves. egsrpma K eM, a/wwa I, NOTES paved anis r plaM1V beds when w postrbls. 2. P01109 abevraa nfmv mund mw ry_Fmmv*.li�_C*-gMj vele* Dikes \ 1 Shat Preaaus- 104108 PSI, Desipr Pnasue- spray heads=30 cvr;Gear heads-35 Pal. Ltadra SLre;r Linea danselar d � % n 2. Lrrw►r 1Nsada- 4"pop-up, Shnab heads- d"prop-up, Gmusdcowr- 12" "up,. 3. Veml lam comrftYwr between found meammownertfs and draswVrps polar to 1}� . any work. Nc WV ares andw•,rpe angWea o/any dimcn panties Imm*,ftu* 1 ` \ \\ `\ I. Make Held a i-lmonw♦�as aI Iegilyd The raorsleclor eked not wa�riy n• Iasi Use nlprr Mon SyWwn as Nes-drswis0 when it is obvkwa n fee AkMd"t � ; ` ' \ \ r..+•'•r'�.���'( corN bom vsuy from rn ahw*W 5. VaOy Mn wear pnsewe at ahs point of earnecNon, aubrnit test nmaft to '1 arNbcape ai chOwa Ibr approve/prior to wants . if wa . if \ ,r' ,•. 8 Co-orthWe head IDcarane wMr&*"and Nruba b!arra'conpble coven go 14 7 Provide arwr adlMMarwf conal vera b each vaAw sirsYfar to car►rnan Aar \\\ A.�,,r•� i4 USe in evw I wie MAIL Calor to be&%mit and abead as aM@ wie`H co►rroier. C4� / \ 0. /' / •` G �\ / \ City of Tigard Plan Review for BnJL_ shells Sile Work \ \ February 23, 1996 � u 5 n1 O 1'4.O.,erC T , \ CASCADE MATCH LINE - see sheet•L4 o _ COMMEIRCIAL CENTER TI BARD to OR EGON nw.rrcr rro. Ras Nc. , DAT*. IMvaAO.M , DAT!, OeaCAI spry, _IRRIGATION PLAN Z " = 200-Orr _ _ __ __ TEOFEL E • C 0 M M E R C I A I ' Y L A N D S C A PF 11 01.1 NIlk 7 a i I/,lar Tans • MATION IsLAN F.2ra_lL�C use PQ Caacmdl 6ouNvard Caetmnr (h� Thk plan has bean prepared eattWMly far TeUbl Nursery, Ina and Plnnecb Irrlleslors,for use In parol"and desipNblrid InCHRISTOPHER F R F,S��L E Y WrNon fbr Mk pmIma Any uleulhodred ow or dupic )n d 96 plan wOmA wNbn pkoro Teulrl Nursery,Inc. LAN D S (" APE. A P. C FI I T E CT 10487 SW Cascade Blvd �,i � and Pianaela s Invasib la m ••tom r i,N,,•► v + n,enwno nllnv)M o•w M, n: a•i 1MAT rra , SIT 98.0008 1of8 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51999 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 111111111 Jill 1111!1111111I I 1111111111111911111111111112111 Ill!11111 ! Ill Ill IJill ! ►III�II�II�II{{ I IIlIl�IIlIII! IIIIiII�l�l�ll Irla:il MI10!IN GrINA uan Illluu nnhlll�i�iIIIIIInIIIIiI�llmlunlunlm�ninn nlllnn nn{Im mdnil unlnnh��+!nn unllm nnlumm�hm mllnn nulnnhminmullhminuluu nulnll nnllui null±r nnhm+mhni nnhni�nllnn un!�nlmhnlllndnu�li ' rllrprpr�e""'„e'^r':"•°*.9CAP!P�.v , .. . .. .' --pR�R�'7Y�AY , . _„,:a..,- :_... :.::,. .,. „�,..�;� •';.ad'«"`.�+�r-.�:;.-.....ten..,.:.,.-.,.x.•..�; _ -.. .. _. - ... .. ... . , i t 'MATCH LINE - Li* ` It 214 \ � /J III i✓_ .� _...� \_ i 1 I • I 1 rl � �u I1 1 V48 %f li a.N�-4�1�. �i E Rte✓Ir.�'D !D�a wb Iz- 1 `\ s � I,i}- - I Y,p•— I,jb, �.� l�. III �4+, a �2 _ 2 j1 I ' --2„• - II 1 4 I I \ 11 I 1. � \� �� .✓ J r ♦ 4 I i 11 CASCADE- ry BOULEVARD—� y .• �• --�ti 2 --CI' COMMERCIAL �1),4' �� - � CENTER i TIGARD. OREGON Ca �arvc r Ivo. , Fu No , DAM , i RR I (SAT I O N F'LAIC �� ' oa.e►.T�, , ZST 4 ^\1 2.2%3-�`�/c�o /QY., �l�7.w1 /�►{y��j .�_._ I11 _ 201-.0"1 TEUFEL 6, T�T 4�, , r`Y /Y .wf 'M�r'�✓ �� ESAIET C `JMMFRCIALOREGON �fV r L AN D S C A P F F.xAtA &Clam For Cascada 9oY/aYard Center A 4 g —wr rm.a , IRIMAATCr'M PIAN This plan has been pmp and 6sdu0,&y nar TauAl Nun»ryl Im ane Pkmcb l.voWms,lar ww Inane d"*ftu@d kmCl SRI S'TOPHER FR ESH!,EY Im mn for g6 prI Any unsul monaa ad uor dupicafion �� of”pion w0mill wMan pem*nbn from Taufal Nursery,Inc- 1, A N I) S C A P E ARC N ITEC T '0487 SW Cascade Blvd fd and Pkwmcb lnwsWm b Pnm t• i.n tr n r a. men rtir c a,x,v ran to n• n MNlR NO• IT 98.0008 1. IF THIS NOTICE APPF'ARS('LEARF.R THAN THE 0C1 51998 WK'11MENT,THE DOCIIMENTISOFMARGINAL QUALITY.UWE IIIII��I 1!II II IIIm�ICHIIII i it I II►I!I!�!I!II��!I!11i!�!I!I!II 111111i�llllfl1 illl►;I�T�!I! 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