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InitiallyGood CITY OF TIGARDz 77�I ��. Approved........... .... .. .....................•... .1 p o Conditionally Approved..................•..,. .[ For only the work as Described in: v I�'n 0 PC-ANil IT N0. -Wj-0 See Letter to: Follow.. .... . r.: Attach. ....................... ( J. c Date: *> i-•. N h CITY OF TIGARD � TAX LOT Approved........................................ .. .. : �� 3900 , TAX MAP 2S1 03BC Conditionally Approved................. , For only the work a,7dF�scribed Q� CITY OF TIGARD,WASHINGTON COUNTY, OREGON. PERMIT NO.?_I_?'! ova ►� s: See Letter to: Follow... ......................... .( Attach.... ............%;.N•�.. .( J: _ - --- ----- - __— _ ---- Job Address: ZqSL_ N PREPARE) FOTO LEGE ----Dater Z D Wff*�DWWD CONSTRUCTION 5 _ EXISTING TREE0O EXISTING SANITARY SEWED LINE 12656 S'VV NORR-! (DAKOTA CN MUM��e� 3 -•---- --- EXISTING STORM C'�AIN [, .E 7yGy p�� 17 EXISTING WATER LINE QAC_ 6526 llJlh7 V`J- V�iL EXISTING SANITARY SEWER MANHOLE Zmmmimmmmmmmmmllm� O f EXISTING CATCH BASIN _ EXISTING STORM DRAIN MANHOLE SW WALNUT S T. s o __ ---- 4 - -- -- EXISTING WATER VALVE U N EXISTING FIRE H!DRAT,T 0. w - - I - SANITARY SEWER LINE _� ---- I Ste' I ` M, I 1 �• SANITARY SEWER MANHOLE STORM DRAIN LINE G I I - A; _�- �� CATCH BASIN -- CP, OSCD i 11 �' ' . VIC W J STOR `RAIN MANHOLE I \ J1 / l 1 -'--_ !�.\11 1 1r1A1 Q N N I �' CURB �'BR00 y I ` N.T.S. o C - CLE Noy KWAY WATER LI, ILOT 1 -' I Z N -�e•w ►—�� BLOWOFF71 �? ' I , - WATER VALVE WATER METER STREET LIGHT THRUST BLOCK FIRE HYDRANT SIGN j UTILITY POLE o FDGE OF EXISTING PAVEMENT EP TEMPORARY CONSTRUCTION DRIVEWAY --—--—- V Uj COMTANEES Q Q Q "CURLACRES w �- STREET BARRICADE 2 - - UNDERGROUND ELECTRIC CITY OF TIGARD 53-63'4171 xt5�NG STREET LIGHT I I I I I TIGARD WATER DISTRICT MI-639--154 TELE. HONE RISER I I LOT 15I r ~-- - -- WELL - AS NG CED / = ' LOT 1 ; LOT 2 ' LOT 3 I LOl 4 LOT 5 ' TL 7600 CLEAN WATER SER'VICFS 5o3,64s- m n i FENCE -- AS NOTED / ,, I I TL 4200 TL. 4.300 I TL 440 .) I TL 4500 I TL 4600 I N Z w W I SURFACE STORM WATER DRAINAGE / S ,/ ' 25 WETLANDS BUFFER ONE �4v�I ORT14WEST NATURAL '�'•E2-?26-4Zll Q W � _.j f MONUMENT BOX ' l ( I _ �� O a ,,- i I I I ,— --- - - _- °"RT_A!•1D GENERAL E1,EC'TRI^, o u W x _flJ-T./3-161 K1 r CONCRETE SURFACE - - " I `�- �h �`'� CURL ACRES , , I I -- BRUSH/TREES _ / I V=)N ISJZP•ZONE CYJINPANY A1I-634-(k31 RIM TOP OF MANHOLE RIM / 1 LOT 2 INV INVERT OF SE WERLI NE '� I TL 4100 WASHQ�IC3MN COUNTY SHERIFFS DEPART. 503-648-'.t700 WETLANDS _ - f i I _ — -- I / // \�� \ LOT 14 N I w:_ -� WASHINGTON COUNTY UNTY RQAD 1' I 1� � DEPART. sQ3.640- ROCK OUTCROPPING I [ .l --" „Eng \ ��� ' TL 7500 #� ' -- HANDICAP RAMP do SIDEWALK ' LOT 1 I +tr / PUBLIC TRANSPORT TRI-MST 503-238-7431 ^�� ,.I CUA TL 4000 I y 19, I I I - • I 7 N ,- - -- t _1_�_J —_ \ ABBREVIATIONS I I �� .-� ----=t=--- - 1 ` . ., . LOT 13 0 " Jar, 1� �\c�• 1- ��_� ,! n = 3 G t 1 j /�, TL 7400 w Lr4CATE ., 48 HOURS NOTICE UIRPP� PRIOR \ / I s,� /o \ o: - TO U CAVATIO AC ASPHALT CONCRETE PC POINT OF CURVATURE I i 1L 4400 _ __ �� �^ �� T--_ -- ��, ��' �•\ \\ ,,Y POND I ONE CALL SYSTEM ACP ASBESTOGEMENT PIPE PCC POINT OF COMPOUND CUR�iATURE I - __ _ 4l ,/ AB AGGREGATE BASE PI POINT OF INTERSECTION - ]b ) _ _ ____ (VERIZON TELEPHONE, NW NATURAL - 5031246-6699 1 BCR BEGIN CURB RETURN (� PROPERTY LINE I I 13 �� - r'�` CABLE, Cl .'Y OF TIGARD ,ti�• ��, L, t, BM BENCH MARK PRC POINT OF REVERSE CURVATUREWATER DEFT. 14 I 1 �� BVC BEGIN VERTICAL CURVE I I I !� ► � j -Il__ _L--__-� � vNE, M i "a �' �• PT POINT OF TANGENCY /• � FX � CIF CAST IRON PIPE LOT 12 '. PVC POLY-VINYL CHLORIDE - \ CL CLASS ci OL JOINT �; RADIUS ; RCP REINFORCED CONCRETE PIPE .� ,� L 7300 REPAIR r',MERCrENCIES n� (((( '' l �.. CENTERLINE R/W RIGHT-OF-WAY � CMP CORRUGATED METAL. PIPE , - +, \ tttt -`-`-- - 800-882-337; I CMU CONCRETE MASONARY UNIT 5 SEWER , , �„ • 0 NORTHWES I NATURAL � , CO CLEANOUT SD STORM DRAIN \ $ / I ` ` ___ _ CTV CABLE TELEVISION SL SEWER LATERAL I I - - FF V,N �, ,\ \� ! / nuc,T EPHONE C ' � � - PORITlOAND 1 LENERAL ELECTRIC V 800_628_2088 ®Hyo � 503 464 770 ,TA STATION ; -- ------ `� 6 , li��� I� �i CLEAN WA-SFR SERVICES - 503-681-7044 l DI DROP INLET p STD. DTL. STANDARD DETAIL l \ �,� �\ �/ i CITY OF TIGARD WATER DEPT, - 503-639-1554 DIP DUCTILE IRON PI E T TELEPHONE 1 1 1 , ) I �Tl E r LECTRICAL. TB THRUST BLOCK -- - - - - _•._.._ - -- -. 1 L ra,.l ECR END CURB RETURN �- � ,� �. � � ``PUBLIC I SANITARY , TC TOP OF CURB I I i � �r,' I -� / SEWER l EASEMENT LOT 11 EJ EXPANSION JOINT . . THE CONTF ACTOR IN LOCATION TCN TOP OF CONCRETE 10 1 8 I ,' I ( T' 7200 I-, ON AND PROTECTING UNDERGROUND UTILITIES, EL ELEVATION l2 ll 1 9 1 ( MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571. TD TOP OF DIKE y � �B EVC END VERTICAL CURVE TF TOP OF FOOTING I I '�' WAMW I ��1 '�� ;�p� I EX EXISTING TL 4100 !!� D�T���ON ) — �•� FF FINISH FLOOR G TOP OF GRATE T FG FINISH GRADE SHEET IlVDEX , I TRAFFIC INDEX I I I Trnx SHEET P-11 �•' TL TRAFFIC LIGHT _ _ _ . _ �. _ ___ ___ _ _ __.�':'_ � FH FIRE HYDRANT TP TOP OF PAVEMCNT i LOT 10 LOT 9 I 2-•3 CONS dRUTCMO 1 & ER06ION (--w ttoL Nom FL FLOWLINE EYP. TYPICAL I � FLG FLANGE �8U1; TL 2600 TL 250 4 S[I>E? PLAN V_ : GAS VC TOP OF WALL CAN 3A ARK GM GAS METER VCP VITRIFIED CLAY PIPE I r^ � 5 GRADING dt EROSION C()NTROL PLAN � S VPI VERTICAL POINT OF INTERSECTION W WATER � � ; I STRT EE & PORM DRAIN PLAN G B GRADE BREAK 6 7 SANITARY SEWER & WATER PIAN GSP GALVANIZED STEEL °IPE WM WATER METER � L HIGH POINT �•� WV WATER VALVE I I I I g T PROFILIS CURVE LENGTH LF LINEAL FEET n DELTA (CURVE CENTRAL ANGLE) —1 I , f � ' 9 CURB ELEVATION DETAIL PLAN APPROXIMATELY MH MANHOLE - I I 10 UTILITY PROFum ;o PERCENT MJ MECHANICAL JOINT < LESS THAN i ' a WATER QUALTTY PLANS & Demme N.I.C. NOT INCLUDED IN CONTRACT GREATER THAN I OCEW ON CENTER EACH WAY I I t V. COMPOS"t T.TRIITY & STREET LIGHT PLAN ! 13 '•VRTIAND/BL'FM. PIANITNG PIAN 14 NWEI7 AND/BUFFER PIAN 1NG DETAms i • k SITE MAP LS TREE PR,FSMVATION dl; nAMING PIAN " l J (U E 9! Ll K_6{I L.;. ti:) �w`�.s�+I Y' ' l LSA TR T, PROTECTION PIAN BENS T.B.M. ._..._--./,_'.1__-_- ---- _ .'_...��_..�_1, ..._..�._._.I ti�...._ ... ....;i.., . ...^.�._ I1r17 STANDARD DETAILS _' 1 LLJ TEMPORARY BENCHMARK. A PK 1vAu, wrrH TOTAL DARE FOOTAGE NEW IlVIl'ERVIQ�US AREA I �' ;; '� s �', •. : :! CITY OF TIGARD SUBDIVISION(SUB) 2001-00001 r- o wASMIN 19C S T I NCU BENCHMARK NO. 42 'IOTAIC' SHINER NEAR IN11 WALNM do 124TH, ELEV-2 01 18 LOTS X 2640 == 4/,520 SF I PLANNED DEVFLOPME� - A BRASS OR R I' IN CURB AT THE NORTHwE4T PRIVATE STREET P VM T - NT REVIEW(PDR) 2001 _..._-..... .. . 'LONE CHANGE(ZON) 2001-00002 _ CORNER OF 12]3T � TIPPCI'f PL.: 13,080 SF � �OQI 4 FBEI' WB.YT OF 'THE END OF TNB CURL SIDEWALKS =- 2,52.1 SF _ �� • � SENSITIVE LANDS REVIEW(SLR) ' � � 89 I U l AL - 6 3,121 SF OR 1 45 AC. JY f .. . _._ __ ' I 2001-(1000_ rM2oo2 0 —� — -_ --- - �... _ - VARIANCE(VAR)(VAIN ( Ll� walnut sc� 124W L S PROJECT I LIE HERON ''K —^•I - — - E 2001-0"2 r' 0083, PLM2002.00084 N , _ 323-005 - I of TY°E C4M,,'8'IAUCTION III NOTICE: IF THE PRINT OR TYPE ON ANY I I I l I I f III III III III III I i III III III I t I I I ! ! I I III I'I I I I !' I I I I I II III III III I III III III III III III II I III III I I! IIIIIII III III IIIIIII III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, -1 I I 141 I I II III� II Jill IIII 1II6 I I I - g I I I I IO Z -- IIII --I IT IS DUE TO THE QUALITY F H No 36 Q O THE _ �•._.._. I � � IT ►III ( IzII ffII � oII III IIIIIIIIIIICRIGINA_ D000MENT z cIl�ll!sIl�isIIiI III I►ibI'r ElIi I zIi � t�t _IIII Il-ilIsllll-�lll-,gI _I _1i1.1. 111Ishil �III IIsII IIIillllllllf ilbLI l 1 s I jzI I �t��l���l .1W-111111111111Wll1(II►C1�11 U NOTE: TOTAL LENGTH OF PRIVATE STORM DRAIN PIPE IS 72U L;:_ 1)I�I����.�I,\ V Y / l� 17 \ '.\ _y, •' r__.,� 1� - v� / 00 cc 1 CQ QIi r 4. E" 0 ,A q.. REGRADE DITCH TO DRAIN CD CATCH BASIN NOTA INTO NEW 10WDJ.P. INSTALL LYNCH _TYPE CATCH BASIN; GR=234.67; IE=2,32.42; _CONSTRUCT JCr WIDE___ COMMERCIAL C DRIVEM Y 000*1 15.02 LF 6" C-900 PVC © S=0.010; C8 SET @ S T S TA=,3+72.8,3(l 1 'R T) (PER OETAILJfC402� CURL ACRES c XROAO DEPICA RON INSTALL LYNCH TYPE CATCH BASIN; GR 234.67, IE=232.34; �S4 2w - \\,,I O7. 1J LF 6 C-900 PVC S=0.010, CB SET @ STST4=J+ 12.8J(11 'LT) z it 5r. 4111, V) LOT I LOT 2 LOT 3 I LOT 4 I L 0 T5 LLJ a INSTALL 65 LF 100CL..50 D.I. -rL 4200 TL 4-300 TL 4400 1J.- 4 5 0 0 T� 46UO SET IES 1.5' BELOW FINISH • A C. PAVEMENT I;C 25' WETLANDS BUFFER LINE cl-: SIDEWALK TO BE NARRC��[) TO 4'141DE NEAR EXIST I SLJ CURL ACRES 10 LOT 2 d L 41eo CURB TO BE NOTE: STANDARD -ONC Milk DETAIL#124) AROUND ISLANOS(PER LO I 4\m WETLANDS w w 20 LF 4"Pl -Tr - k I Z e < < TL 4000 - N 4 CL 50 RIPRAP FOR ROOF & FOUNDATION DRAINc 17J. 2 z 0 -0- GRAPHIC SCALE z w �Rlllkl LAJ W.J < 5; 30 0 A < 0 Am cr_ 0000• * A 1 60 1120 LLJ im m --- -1 F_ OV-10 SD LN 8 N _1AMI, SDCOIJ 17 IN "m 1<\111/w 3 1 inch 30 it N 10\04� 0 0"L I 1 - 4400 fol U0 0+10 SO LN B ­v 19 4 DU ALL, INSTALL 0 co 00 16 1.5 CY CL.50 ROCK RIPRAP(2'x7'xJ) 1+30.00 SO LN A 0 13 SDMH#1 14 /STSTA=2 +99.0, 00-, 6- l, 1 6 �Ja \ N (4.35"L I) STAU COCOAC CROSS Ji 00 SO LN A -U_T?WS_EE DETAIL SHT#17 t5 0(JTrAT[,-_nVS7TE7 INSTALL 8' 1+41 CY CLASS 100 > PATHWAY _j ROCK RIPRAP(4x7x5) L= EAST 'o R.0.W. D. INSTAL( SIDEWALK 30 3. 8' UTILITY BARRICADE 0-�20 SO LN A L L A\ ' EASEMENT X, IlkIN, A 1. !' 5-_57 'T- w", e �, 3+53.44 SD LN, 11�� SOCO#2 S',-.STA=-5+20,84((5T A cut/fill I EXIST AC PVMT 23 I0j ---,.�-s . N 01, `� slope 2:1 6' SID ILK 1< Max 2h A.C. PVMT. CLASS "C" ON r I 2' A.C. PVMT. CLASS 'B" ON • 3" 3 4�8 \ / \ � mss•.) � " —0) CRUSHED ROCK ON 4� > 12 J.L05 SD LNC _J119J.44- SO LN A 9-- $ZII.03.44 SO LN7. 0 12"(1 1/20 !70) CRUSHED- ROCK 59col -70.87(!.90L (^1 7 SL)C0#1 SLS SDMH#2 S T-STA-,3+-71.73(3981T) 'X ) 1: b - • r X '\\� 1� L Lg 1 4- 100 <, ,x3r L 0'+00 SQ LNC lr SW WALNUT S rREET N& _j OUTFALL, INSTALL 10 100.00 LF 50 LN C "7 5 00 L 0.001-F TL 3900 1 CY CL.50 ROCK%i yA 4 A RIPRAP(2'x3x3 33.0' RT P/L o +20 SO LN C 1+20 SO LN C 1+00 SO LNC 18.0, FRENCH DRAIN SDCO#6 SOCO#5 S00014 ------------- (SEE DETAIL ON SHT15) LOT 10 0.5'—, DRAIN ROCK DRAIN ROCK 12.0' 12,0' S. —0.5' TL 2600 COVER, TYPICAL COVER, TYPICAL IL 3800 PUBLIC UTILITIF (SEE DETAIL SHEET 5) CAN _S TO BE PLACED IN S TREE T Max cut/ 2.5" X Max cut/fill slope 2:1 f> slope 2:1 i1 1/2" A.C. PVMT. CLASS "C" ON 2" A.C. PVMT, CLASS "C" ON 2" 3 4" -0) CRUSHED ROCK ON LIJ 7"(2" —0) CRUSHED ROCK NOTE: TC. ELEV = CA ELEV + 0.20' PROJECI SUE "-°" BLUTE HERON PLACE PLr lo Walnut Sir. 12450 328-005 02-00083, PLM2002-00084 NO. 2 of 7 (PFdVATE STREET) II,,ITYPF NOTICE: IF THE PRINT OR TYPE ON ANY 11ITL1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 41 8 0 ill IT IS DUF_ TO THE QUALITY OF THE 4"36 Illlllllll�i►11111►11111►Ill► � IIIIIIIIIII►Illlll l l li Ill I I I I I III IIIIIIIIIII Illll ll�lll IIIIIIIIL�II I�IIIIIIIIIIIII ILII IIli�lllllllll�l ILII l�Iill1 II II 1 ( I � �III 1111111 111111111 6!i jj[� 13 ORIGINAL DOCUMENT NA 77 n1 r rn U cfi x i t S� 1 5 � 41 z n c W J a r., oto Lfj co cq BROOKWAY Z U I LOT 1 i 0+00 SS INA / f � / / I I a SSMHI1 ST.STA=0+19.56(3.47'(1) I r CITY OF TIGARD TO MOVE EXISTING WATEL� \ _ z I m i L_jMETERS AT IDEVELOPERS EXPENSE IF NECESSARYI FOR STORM DRAIN PIPE AT ENTRANCE j CUT 1N 01; IT i qk ' � ' { AS PER WATER DEPT. „ „ I I I � { r s CURL ACRES I o 5 I 0 w ) '= CK 1? �' 8 D.I. ALL JOINTS RESTRAINED hl I VIA FIELD LOCK do MEGA LUG I I I L0 I I 5 w ' LOT 1 LO T 1 LOT 3 LOT 4 LOT 5 TL 71f I I' I I TL 4400 TL 4500 TL 4600 TL 4200 I 11. 4300 w o 0 2ME11 ANDS BUFFER LINE I o INSTALL 1_L 2" METER WITH BACKFLOW DEVICE 8"X2" TAPPED TEE ,V FOR DOMESTIC WATER — I I I i .- N n s ' C. U I\ L AC I \ L J �� , 1 INSTALL FIRE I HYDRANT I 1 8 c I 1 11"DOMESTIC WA IER I I � LOT / (•�, \ SERVICE TO EACH LOT \,,! ��3 � I � s' �' Ali) Illi WITH CORP STOP (TYP) ��Il,i� I f L I 100_ u rr 1 `I/,c, / Ip IP\\� \11 d ��r111�\, a\IIIItdd, I,,�w ilk �,\ Ip\� / — _ Fw Fes- H 8 X6 TEE W = ' PLUG TO SOUTH ° _ \ \/ -.1- _11 - LOT Q Q Q w \_ e r k_ i -i ,\a! J/ .�i,,l 3\►//. / - ' TL 7` GRAPHIC SCALE L 0 T 1+43.07 SS LN A , /qp _ I O.r I ��,( ` I VEXANDS _ 7j](7� JD I6 JO 00 110 I I SS CLEANOUT -\ / p5 T � � � ST.STA-1 ;•55.43(1813'RT) -%r«M�'=- _. \\� - 1/� I I L 4 �- �_ I i' ;k�Q . L-15' RIM=238.98 \li/� ' '�i„1\cam`��Iil//y�4'hl\\\ ti\,Q I n, �p m z %1 I j IE- 9 - ����Y' I,I�\ II\ — o � I 0000" - 25 LF 6"PVC DS=0.010 ��4,1,1� ` I � � s r 1;,\c / ` - r 1 inch — 30 ff. �, =20 I 2 _ aNll// ��II,//ice / v) w p Q o 0 rY cn 4,fp\\.ir r ii I \.11� jlil\ •� �% \'il//i \\III/ i) , 1+81 $S LN A 8g ' I rill l\\ 8'x6"TEE -_ 1�, LOT Q Ilk" Nor �1J � g�hl\\17 O �T1_ 4400 ofof - g 1-11/ v 11 .w ''� - --�- — ->1 NOTF_S: 1. FIRE LINE TO BE INSTALLED PER f L 1 ` =%I ;AM` �� d .x.28' 4 - - - UNIT--ORM FIRE CODE. ����j a\ o 16 5�� o ,� 1 I �. tik%,�` I ---t I � 2. DOMESTIC WATER LINE TO BE INSTALLED ., >-� � Lam. � �'-----•--- -I � �J?-� I - / PER UNIFORM PLUMBING CODE. 15 t I "0"nar"emv 2+73.90 SS LN A _ ST STA=2+90.44(7.09'RT) / 1 J. LOCA TE KRE (BLUE) SHALL INSTALLED - _ �.i �x LOT WI TH PRI VA TE WA TER PIPING SYSTEM. __ \v,j / 9M 1 � ���� f INSTALL 4 GA TE �� T L 7 " >� \ VALVE ' ' � 4. 120 LF OF 6" PRIVATE FIRE LINE AND V- J 516 LF OF 4 PRIVATE DOMESTIC WATER _ 1 - - ► \ LINE_ TO BE INSTALLED. -- �+14.51 SS LN A �-T ' r - l �d 1 SSMH,�S a 0 4.43 LF \ .\�� \ \ / ST STA=5+41.18(13.26'RT) �\�Iln - - - —� \ 5 \ / - \ - - PRIVATE19,736 SF ��. � r s \ oar 2"BLOW-OFF VALVE �`\ �\ = \\ it 'r"'�"' i \\ � ` \� 6 J + I PURL 1T�4RY LOT f A� / i \ / 10 9 r 8 7 ` ' TL ?. 12 3+50.08 SSL A 6UTy____4 i WAas I � I I , i ST�TA4 3+P . � 1 66'RT '� � r � I 1 TL 4100 1 I ' �' I L A- I r I( ��` & D ' T y 1 It LOT 10 L0 V ' TL 2600 I �1 L 2500 TI-_ 3800 I "CAN GA PARK " ILI I I I In f1 _ PROJECT BLUE HERON PK Walnut Str. 12450 N0. 328-MPLM2002-00083,PLM2002-00084 y 3 of 7 TYPE L AWR C110N NOTICE: IF THE PRINT OR TYPE ON ANY IT� I�III� IIIII'I IIIIIIIIIIIII ! � Iiili , � � � ltll ! III! � III�IIfII �III �III �IIIWIT11 6II II � IIIIlllI11 � � 1JIMAGE IS NOT AS Cl_EAR AS THIS NOTICE, . 1 - - �. --- .. -gl - I - -- 1-_--- -i�b -----� _ _J ( IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT 6Z 8Z LI�Z 9lZ lZ U11Z 61i 8I Lit 9t 9t 'bi £[ 7,i ijt l [ 6 jS L 9 f4 I �fi I �E Fil �,��III, 1� IIII IIIIIIII ►��III!Ilill► IIIIIIIII Ilillillllll� !III .IIII���� ���II����IIIIIIIIIIIIIIIIIII Ilflllllllll! Ilil ���III��� �I��,� III ���I �I�� ►I�� ���� ►�� ►��� �I��I���� I►I�IIiIII�Ill�ll► �I � 1��► I���I��►►.Ilu 1 ►1�I111� �IIiIUlIlll11111111�1Lll11111I�II�i1�►�IIlli,` t7 ns R• N i l i AV l i � V % C7 r LO l -X I r� �� I �• J' Vrn �p s \ A rn c�o 4 � I z G U o04 ,N o N BROOKWAY $ I I I W E- 1 LOTI a } _04.00 SS LN A SSMH j1 ST.STA=0+19.56(347RT) ' \ / �< CITY OF TIGARD TO MOVE EXISLING WATER I z Z / \ METERS ATEVELOPERS EXPFNSE IF NECESSARO FOR STORM DRAIN PIPE AT ENTRANCE — z - 31 12"x8" CUT IN OR TAP I I I 1 W AS PER WATER DEPT. I I I p 3 w o CURL ACRES>> s z I 4 � C ."�11� ' I 8"Al. AL[ JOINTS RESTRAINEDI I I LOT I s VIA FIFIO I OCK & MEGA LUG I I i G L LOT 1 LOT LOT 3 LOT 4 LOT 5 TL 711 - ,\ 0OTL 45Uj TL 4400 TL 4500T L 4200 Tl q ,� )0 I Q �25 WETLANDS BUFFER LIN _ INSTALL 1 112- METER 11TH KFLOW DEVICE 8"X2" TAPPED TEE 1 .Q I FOR DOMESTIC WAT1-R I I I R " \\ CUL ACRES '� , - INSTALL FIRE I HYDRANT I 1"DOMESTIC WATER Lr I S sl $ I LOT 2 SERVICE TO EACH LOl 1 WITH CORP STOP (T YP) = r• 11.1 li 1 u'I TL 4100 1 �\ _ T < < aL, a ' � ?. `,\III,(Idtl,��,,� �%ir111�� '? •tc � // \ 'j 8X6 TEE W/ 1 '� / ��,1 11 I %, a �i1►liy, I �/\� I c� o o PLUG TO SOUTH �,,, ,,,� I -- I ' 4 L /, // T GRAPHIC SCALE mmlizWXANDS LOT 1 1+1SS LN A ••r N t, N r w GRANULAR BACKFILL CLASS "B" _ _ I V o ai 00 toe,a Iz w o � N (X) � co II I I II I � co + I i ! 0"0 Ln � v I • Q i z :� s, w 'i N (N � N FINISH GRADE ` � A m,F EXI S 11 NG GROUNIO + OZ e' N / ` \ O F i II ^, O 1 4"SD L T I 0 4"SD LAT 0I \ // ! 1 8 SSLNA _ i 6 / 4"S0 L A T 8x_66 TEE } = w I 0 �� / 6"IE=229.58 m Z z - -- - - --- 5 UJI 164.43 F 86PVC ®S=0.00.4 ---6666. _ ---_=- -----. .-- —_------._ __ - -- _ ---- 76.18 L'F 8"PVC OS=0.004 130.8 LF 8"PVC ®S-0.o04 i z >- z INSTALL 8"PLUGGED 5 B(W) 143.07 LF 8"PVC ® S= .004 z �� v N LAJ0i N U Ln i., U I N II N G� C.� > w tn N r+� II u 2 S to �.,� � 'W LAJ a Z � -- W1 I �J W — -- 00 0 Z ��< ' I W � O SANITARY S R PRO FIL LINE A SCALES:, HOR. 1"=30' AVERT. 1"=3' 0000 ¢ --- -_ -- -__ -- - 1+00 �•o0 2'00 S+OO Moo wl w w 3 GRANULAR BACKFLL CLASS "B" NATIVE E ACKFlLL CLASS "A" s o � CY 6666 NATIVE BACKFILL CLASS "A" 2p Q s _` 6666__ 240 i � �,• Q• .__ - ----- o Q I Y c -- - � ? Q z r > m o m m z �I. N N N CZE UJI � J \\ r+ji p II N + z N W 0 Q + O "I N�IIV_E �AL`klll "A" I --- -�--o r,--- — -- --- - - 44"WATLRLINFi I N I FINISH GRAD 00l , \ N \ -EXIS r GROUN N �� y �S 5000 LF "P 4,O 2c (1101i ' 2 �iOLc \ 0,24 100.00 LF 8" 900 PVC OS=0.005 A.�\ n k cr 230 V.— L\o�?�� 4S LA N 4"56 LAT��� ^ \_ _ - mo 23D I __04 --- - '" N O — 4 SS LA \\ 73.44 LF 10"C-9 PVC \ \ � N N � OS=0 005 � z^ 'n IN. TALL CONC ANCHOR WAIL \ z z C,4 ® TA 0+70 do STA 1+05 O o " O \ I N vi N LAJ \ W \ - -- --- _ - -- - -- —--- - 501 I ( c5� Q Q f�---- — — --- ---'— J __ N / NOS U � ? p� J + cher nOa / I Q �'. Q Z Ick c�6 / I P U / \ I [FTiJI J Z `S `r' `� CO STRUCT 6"MIN DF_PTH 3 a / I _ i �"' \ tv \ CONC CAP FROM STA 0+00 `a \ " `� \ TO STA 0+25 s m q 6.666 _--------- - U QD � I \ !c C:, J N / QO - II F ASF \ NDN n S'.�c o I- 0 30 N Q, 0 STORM. L�P�AI rn PR6FEL' — I! STC)RM DRAIN �0 \ __�_ - - - -- -_—�- - ----N - -- - - / PRbIF�LE LANE B w i (PRIVATE) LIFE C (PRIVATE) STORM DFAN PRO�E - 1 \CONSTRUCT "MIN 0FPTH SCAI FS: HOR. 1 -30' c9AL I CONC CAP ISC.&I'S: TA 0► 10 10 VERT. 1"--3' CONS TRUC T A 6"MIN C( �, I I CAP STA 0+00 r0 STA (PRIVATt) I STA 0+25 HOR. 1_"=30' ~ SCS,. ES. HOR. 1"=!130' oo I 0+00 VERT. 1"=3' 1+00 - - - z 0 r I VER 7'. 1"_,�' � `� - -- - ----------- ---- - ------ __-_-------- Walnut sty t za5 6666_._ ---I-- -- — - --- ---..^___666.6_ -------- - ---- - - ___ -I------- - --- l� 300 Z+ql o s c,^ o 2400 0 ���ter, PLM2002-00083 PLM2002-00084 3+00 CN so -n 5 of PRO,IEC T BLUE HERON PAF& - W I NO. -328-005 -- TYP E COPf3THI1�110N r^ NOTICE: IF THE PRINT OR TYPE ON ANY Tl f u l l IIIIIII I I I I I I I I I I I I I I I I I I I I I IIIIIII IIIIIII IIIIIII I l i l l l l VIII I IIIIIII III (I I ' ' I I I I VIII I IIIIIII IIIIIII IIIIIII V I I I I IIIIIII I I I I I I III III I l l l l l i I l l i l l l VIII I / IMAGE IS NOT AS CLEAR Ar THIS NOTICE, I 1 3 I I I I I S I I 1.O I 11 11 2L�L� IT IS DUE TO THE OIJALITY L"- -THE No 3e ® r= ORIGINAL DOCUMENT ez LZ 9z �z sz ziti oze[ et l cl[ s1t 91>< ib: �si I z�t [tIIIII[I � �IIIIIIIIII IIII IlilllllilllllJZ ►►II I IIII► _ ------- LOCATE fNAyf AND covcR - -- I � PLAN (, OAR LEDGE OF AT LEAST UTILITY EASEMENT _ 12" IN Of TM PNGPT ONE al n \` U� o 0 /0 0 A -RON-SHRINK GROUT 28" X 48" C.I. GRATE ""> - -� SAANOARD CAST WON Et STAINLESS STEEL HINGE W/ x -- W/ BICYCLE BARS a L=• FRAME AND COVER CLEANOUT yJ-' N •` STANDARD MANNU(f $EHVICE IA fERAI- PIPE SECURE 2X4 IN PLACE - �/ U) :f: i. 0 0 \ /_-GRADE RING SIZE AS SPECIFIED AGAINST PLUG W/BACKFILL 6" OR U" OUTLET 4 v C O 0 O 0 - ----- - '-"- TO PREVENT PLUG BLONOFF PER R PLANto 0 0 y • � +. ;•��� r r +.. MIN. E .- U IlO ---- " SANITARY MAIN C1 / G MAXWUM 27' FROM FINISH GRADE • '.•,••�' '�, OR LATERAL _7C1 DEG. BEND SET FRAME W NGN-SMwIW :+a \ O (45 DEG. ALTERNATE O TOP OF FIRST STEP /GROUT ••..• 10 TOP Of CAST,NG \'• ,;•. t ',;, �••-'WATERTIGHT PIPE PI UG �-^�-✓ J ..GRADE RINGS (2'.a",OR 8") ,•.,• NRTr1 STOPS -1X4 I I W u NOTES SEA IN NON-SHRINK GROUT AS REQUIRED o 0 MI -MANHOLE TO CONFORM WD4 ASTM C�47tI . �.•>, (MI� -A'-L PIPES ENTERING OR EXITING SHAH BI WATER STANDARD' CNEECCENTRIC •• _ `"J' CONE •'•y"r' --f•ROauE 3/4"-OFOR (� V N 1 rMM1 `r _ StOt2M �.•=`i• - M,NIyUy OF 0' AROUND 12 I ' _ • ry I:IEANOUT - l Z W Z �. U'i Cq CHANNELS TO BE 3/4 OPTICAL HEIGHT OF .l �j♦� PIPE SMOOTH FINISH I , �'C1 -RAM-NECK OR KENT-SEAL TO BE USED ON ALL ---- I 41.ETG.Y, TOTAL LENGTH Of 2Xa AT END OF LATERAL MIN Q ISM ,. L,9-,1 • - ,• ."- . �� I O /: AS SHOWN ON APPROAD SET Of PLANS >uANHOLE SECTION: ARKINGS TO FACE STREET (Y� iNSIUE UROP MAXIMUM 2 FOR SANITARY ANO a I 12 GROUND- MAGNf TIC l- FON STORM 1iENTICAI DISTANCE WART 10 �.• H[IRF _ _ DEFLECTOR • MANHOLE SECTION �! ;'• 2KaSURFACE SURF AC TAPE I Z ,u 4 -- INARI (VARIABLE 1'..4•) •j'.• •• MIN LOT COLOR -SAC(IOE RY) ��� • 7b" (GREEN-SANITARY) IIiII �f�. MINIMUM HEIGHT a sTANDAND TO BE e' -- --- \ 'r:• •• N 111���'-------• l yLE ONA,BNG NO 100 MANHOLE STEPS I '' \ I '• a f~-- KNocKouls To eE uSEo WHEW slue oul P,PL IS r .. r. r.t'•_t•+..1, ".l�tw�L ••: ��� MAG/TAPE L.. •+ (GREEN W/BLACK LET TFRS) 48-MIN. - •t;•: \ ('QJtr Lj I•~ 1V n %;- / E E� < 90 DEG. BEND " " T 3" '" Ir MAXIMUM __-- •� ;; :• -- p l "P ry �r� �d' 24 SQ. 10 GA. OR 1/4 PLA / • 1' MIN. FROM IUr• .N 'L1.=X�1A • 0 '++�• ai • �. .Ltw - / ` iqt CfWCREIE PIPE , ._ ., • ,;• rt,t X45 DEG. ALTER. _. _��• - sEcniorRMANH�Ir i;;�..•.��• V _J_': "�' - .� AS REQUIRED /I INTERIOR ERIOR & EXTERIOR COATED w _.� P /' CONCRETE ENCASED JJJ ) W/ ASPHALT PAINT UJ = I 311. K I !/4"-� 00110M U1 WTI' !/a- c .C. _--_ FOR PLASTIC PIPE ° t INVERT ELEVATION 0] I Z • f s� MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE (I.E.) AS SHOWN ON PLANS Nc 11T7 • � , •[p • 6- PIPE - 0 010 yATERAL AS SPECIFIED � 12. Of 3/4--0 COMPACTED �'A;111 AIJ CO"IE 1 " 1 • /0.0 •% a' PIPE � 0.020 NX4A 7AN 1YNT NOT P•C.7�t LIM IN TV.0WrIC A --A7 LJP CCA�L,.tU1IS BASF MATERIAL 3.. 1 MTV ARMWLAI. 5111CT5. Y t SUPPORT WYE WITH I? 5 2. C0Vt1fNMlP PICAMt SHALL M rAWAY CA51 BION/L4,M A-40 CL.Ab6 Sn7 .�. 6 MINIM NOTE CONCRETE ENCASE ENTIRE WYE SEC11Cw ANU ♦1 iE110 IF CONC.NF TE PIPE MINIMUM 2NG �•0'�NAOE ELEVATION I S 9 Co%Irn AfiV PKMW f0 W MN711/•B'-V 10 A TR'LY CMANW A/ILL AI CA"" -. - LLJ ., W � I 1 NIOfCN LID►01T L►TING F•CJOK _ ---- _.`.------------ --v--_--._---- _--_. _._._ 0 lY O unified unified LYNCH TYPE- CATCH BASF �_ N 5LJ13Uk1PAN ANt� ST"AN9AW urdif led STANDARD MANHOLE sewerage STANDARD C!FANOU I sewerage STORM SERVICE -_ -_- __� C.C7VC� 8owerage UfA Qagency agency NOT TO SCALE � � r, MANHOL F_ F P WF- ANa enc 5 fAW agency A ( I DRAWING NO. 150 LATERA L I WING NO .J ----_____ -- U.1 - T V.AVNN6 NO. 11!5-61 CL x QWG CL I rr�. O Q 4'HIGH ORANGE CONSTRUCTION --- -� FENCING WITH STEEL POSTS 0 F_ - - 32 Z CV _ _--_�--- --- --_- 8' MAXIMUM SPACING 10' MIN .- -- - 16' '1 ;. i4' MIND 5" CLASS "C A -OR - 3" CLASS 'l AC 20. I ON tl' of 3/4"-0 TVP _ �_ - 8" MIN. 11.)W I I:MEABLE SOIL �r MIN tl _ _ 2% SLOPE TO STREAM I,k UND B o p 0 8 �S�tit'' 6• 12• n I IL1 W 0o U E - I I i I I I I I I I I I 0 0 Uj oG G a 1�G � K..YSTONE 4 CAP UNIT- �`' SEE POST SUPPORT DLTAIL KEYSTONE COMPAC UNIT- COMPACTI a Q a w k '�IERILUE SUBGRADE '- - FABRIC _ I I V I I I MAINTI NANCE� ACCESS L H I I I I I - I I I -I � i RETAINF I I SOIL. I I _ _ _ m }I n co 0 1 MATERIALS, N �_ FINISHED GRADE g I I I I I I I I I o m a z 0 - _ 2 X 2' X 63', 12 GA. GALV. PERFORATED STEEL W W T I I I I I _ W 1- POST. 0 T ��- UNIT CORE F•II_.I_ I I --- I -- I I I I I I -I I I I � � � � Q I _ 3" 2 1/2' X P 1/2' X 18', 12 GA. GALV. PERFORATED �3�CKr ORSTONE) O MIN STEEL STI. FNER POST, ) C 0 CK CL U GR UN 0 - -- --- -- I �� G� CG t/1 2 1/ A C. �% \� \\ I - 4' X 36' 12 GA. GALV, PERFORATED I I - I ! - f 4" OF P.C.0 ON 4� OF 3/4"-0 \, j 0 STCIL Aht;Nu/, NR INFOR_CED CONCRETE OR "-- PERFORATE[ DRAIN PIPE (OPTIONAL) I I I I I I I I 1 ( STREET 1 U E r- 2% SLOPE T) 3/8' X 3 1/2', GALVANIZED HEX HEAD BOLT WITH (I 0 LOCK WASHED, OR 5/16' CORNER BOLT. CD CRUSHED STONE LEVELING PAD G 011 ,G , 0 7/16' X 51, GALVANIZED CARRIA,,E WITH FLAT AN LOCK WASHER, 2 BOLTS PER RAIL PER POST, O 2' X 8' CROSSRAILS-PAINTED W!T►' REFLECTORIZE �jh� � e A \ 00, I `�- FABRIC RED AND WHITE PAINT. T "All 1_� 1 CONI STR CTIOl N ATH OR BIKEWAY KEYSTONE WALL ' PEDESTRIAN P 2. s£e MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES .FENCING DETAIL, T AN HIGHWAYS AND THE OREGON Z 'O� r\ 0 FOR STREETS D SUPPLEMENT, TYPICAL GRAVITY WALL SECTION NOTES; O 3F-1 BARRICADES y� A. v � - 6C-B BARRICADE :ES1GN STANDARD UNIT - 1 " MINIMUM SETBACK � � t CONCRETE SHALL BE 3000 PSI. AT 28 DAYS, 6 SAC MIX, SLUMP RANGE Of 1 1/2"-3" GC--9 BARRICADE APPLICATION 2 CONCRETE PANELS SHALL BE SQUAI(L, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, POST SUPPORT DETAIL 3, ALL MATERIALS AND WORKMANSHIP SHALL BE IN J Q EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH ACCORDANCE WITH THE CURRENT STATE OF OREGON STANDARD SPELIF!CATIONS FOR HIGHWAY CONSTRUCTIM 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCF) 2006) OR A.'PROVED EQUAL 4. COMPACT AND STERILIZE SUBGRADE. 4. BARRICADE FOR SIDEWALK IS SIMILAR. NO SCALI -_-�..__�_ Ar•wOAD•o AOIISIIw P. DUENAS NO SCALL ,I\\ AGUSTIN P. DU[NA8 _. uwNTLRNc Tx)AwTItNT ___.--____ MAINTENENCE ACCESS OR DING NO r4a411MNI.Ur PAKTMINT cT.R«�KRrw S1 BEET OWC. NO $,a•■KAU Uro on ffwu ,r».•.AAL w -- - ` �Ut lus 6 •"u BARRICADE 192 II••rWo>,rKN PEDESTRIAN/BIKE PATH 166 ` ' '"'° I°'"'I'•:'-'"' -__MARCH 11" _ - Im,IMUI Nr-+,7� MALIGN IYN Ott OF TIOAF� ru Tau w-nn -- _ Ott a TIOAIID Arra"r wrt APP•DVAI PAN O7•fp, -.---___-�_--_ _-- �.-.-.-.__ _-.__-. CROSSWALK STRIPING EXISTING DRIVEWAY - I PC/PT MATCH WIDTH & GRADE 3/4" R 6 I EDGE DRAINAGE BLOCKOUT =_- 1 Lq, �_ A _ R W LINE CURB JOINT - �• MIN _- SEF NOTE 5 ROW _ 3" LD, PLASTIC SIDEWALK I SEE NOTE 4 I 1,, 6" PIPE W/COUPLING CURBSIDE I a rT1 -�- DRAINAGE BLOCKOUT r • VA IES •�-- ��--,__-Q-- � 5" _-.-_.�--• �- PLASTIC ,,, BAITER � - `J � �Rqh t�\ �'� 5 � + - SEE NOTE 3 E►•^,1 R A T l- _-• PIPE DW COUPLING ROAD , - I" g1 1" R - s R SEE 1 --� / \ I ti \ tP. 5' ,� NOTE 3 Q L __�_ 1 li i. / �.4 12" 1 2" OF 3/4'-O' BASEROCK J°' �. 6 5�MIN 2% SEE NOTE 7. 2% r 1fi" 6" • 1/2 TOP SIGN LOCATION ] SIDEWALK " I ^ . •^ •.MAX. I (INSTALL 4" PVC SLEEVE 1L"I _ _ =-I 4 COMPACTED SUB'jRADE-� o •0• ° D - - -���^ .•• __ _._l_ NTIL PERMANENT SIGN O�E1 o o " _/' INSTALLATION) P 6'. .°! \ � A O d pU BASE COURSE I �iA. -24" JP��� EXPANSION 10' MAX - SIDEWALK ADJACENT TO CURB a o vo 4 ' a ' A i ���------- �r��F,Q x JOINT (1YP) PLAN MIN r 1 I <Z: V _ I r 5' MIN. R _ 1 FOR USE ALONG MEDIANS. GUTTERS MAY BE REDUCED WITH PRIOR Q k o_ •�� 6. _. APPROVAL FROM THE CITY ENGINEER. -- - w - ` PC/PT " 2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS �� M ROAD � 3/4" 3 EXPANSION JOINTS: V1 r' J -2" OF 3/4"-0" BASEROCK A TO BE PROVIDED STREET 7 NOTES: 1) AT EACH POINT OF TANGENCY OF THE CURB. PLAN VIEW fir- , ,i. 6 COMPACTED SUBGRADE -� 2) AT EACH COLD JOINT. IF Nt5 TO BE PROVIDED AT EACH POINT OF TANGENCY 3) AT EACH SIDE OF INLET STRUCTURES 4' 4, -- 6" 2" OF AGGREGATE O 1. TRAVERSE EXPANSION 701 4) AT EACH END OF DRIVEWAYS. I -� SIDEWALK AWAY FROM CURB OF THE CURB do AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. _ i - - (3/4"-0") COMPACTED I NOTES: TO A MAXIMUM OF 20 FT. FLUSH $EC�TION A_A T 1 _ ,�__±-__ 6" X 6" 10 GA MESH V B MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, T I �'� >` `-- -- TRAVERSE EXPANSION MATERIAL 10 BE PRE-MOLDED NON-EXTRUDED MATERIAL WITH A THICKNESS OF 1/2 INCH. _ SEE NOTE NO. 4 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 'a - - ^ OF 1-1/2" TO 3". WITH A MINUMUM THICKNESS OF 1/2" - - 111 -fl_ t IT1I .. _ +� - •' I 4 CONTRACTION JOINTS: - 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 4" P.C. CONCRETE Tr_ .0eo'p, 0�° NOTES: 2 PANELS TO BE 5 FEET LONG. WITH A DEPTH OF AT LEAST ONE FOURTH OF 7HE CROSS SECTIONAL AREA. A SPACING TO BE NOT MORE THAN 15 FEET. ��-. - o o 0 n 00 B THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. "_ 1 .oSo.00OO� 1 CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3J00 PSI AFTER 28 DAYS. 3 EXPANSION JUIN is TO Ar PI A_tea AT SIDES OF DRIVEWAY APPROACHES, 4 CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 2" :5/4"-0" AGG. BASEROCK UTILITY VAULTS, WHEELCHAIR RA.60S, & AT SPACING NOT TO EXCEED 45 FEET. 5 BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 5 DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. r AND MAX. OF 3 FEET FROM PROPERTY LINES. SECTION A---A 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 3. EXPANSION do CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED � CURB, THE JOINT BETWEEN THEM SHAD. BE A TROWELED JOINT WITH A MIN 1/2" RADIUS 6 DRAINAGE BLOCKOUT -- 3" DIAMETER PLASTIC PIPF_ MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A. 3" 1 D. PLASTIC PIPE WITH COUPLING. NOTES: Uj CURES IS USED OR IF SIDEWALK IS INiCNUED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE. SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH UF- 3000 P.S.I. IN 28 DAYS. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SF.W CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOIIRED TO FULL DEPTH OF C11R8. 2. TO BACK OF SIDEWALK WITH 3" DIAMETER C DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A M NIMUM OF 2.0' CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE z: L1- 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDEDBE EDGED ON 4 SIDES. V) r� PLASTIC PIPE AT 2% SLOPE. CONTRACTION .I�1NT TO BE PLACED OVER PIPE. AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EWUAL. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. re -'--------- - _-_ --- --- --.�-�--- AIMADrNx AMAbWI e, - - r -- -- 7 SCALE NO SCALE NO SCALE N AP•TIDMD�.-.-- NO SCALE / AMKDND m NO SCALE �'. DUSTIN P. QUINAS --'•-' ENcwIERiNC DEPARTMENT ------ STANDARD BLUE HERON PK GUSTIN P. DUENAS INr,INFf RING u[PAR MINT -_ --- AGUSTIN P. OU[NAS STANDARD CORNER DW' NO. AGUSTIN P. DUENAS --- ApUSTIN P. DUENAS IN(iNl[RNc IIFPARIMlNI ____;T_1 - -- DWG NO OT/Olarll[• lNa],IR•N,Oiu.AwwL"' DING. No. PROJECT u101NEErIINc OFFAR 111ENT -- -----. CONCRETE DWG NO BTT U1•41 - ,1,1l+. "Au ww - DWG NO. - an ING•KIA ... _ 1"D�OIKO •nig alraaNrla ,,,,,. ww STANDARD CURB L CURB GUTTER r ,,,39-1YI p „�••+w. rAro - •,1:, .«" •»71 '. WHEELCHAIR RAMP 1'°';NH_ 11 MARCH 1998 DRIVEWAY 142 Walnut S E. 12x50 LA0. 328-005 TOARD .-KV'•1 SIDE�IALK ` `"x' w1)'1'-'171 MARCH 199E 25 ,"'0," I,a,l:- -,ai MARCH 1998, 26 rAC 1.0l�aea-THIP JULY 1998 1 2C7 QTY�. TIGARD rAr 4l1 asf-na PLM2002-OOG33,IPLM2002-00084 ', rax.`•01I•1•-,T7, MARCH 1998 0 rAr 1101)NN-11.7 Cltt OF TIOARO APIMKIVAL DAH CITY��GAHO --- pMw 7ATL a0al APPROVAL OAK FAX 1703)MIA mT UTY 01' TIGARD anla, _--- --__-- _ ------------------ 6 0T 7 TYpE �CN CITY Of 110A1tD ,r WNAL DArt glial AIMOVN oArt NOTICE IF THE PRINT OR TYPE ON ANY ITT911111 11 III III 111 i111111�IMAGE IS NOTAS CLEAR AS THIS NOTICE - 1 ____--- 41 IT IS DUE TO THE QUALITY OF THE "U 8E �' "'�-�-- + ORIGINAL DOCUMENT £ L -AG LrL 8� Z fisc fi� L ' tL G 8T 8I- Gt Tt 4t ibt St �•t Tt T 8 G 8 9 �£ Z T�1Mllw I i i �' �� �� � SII I III � III II IIIIIIII alli�illl�llll�lll�lllllllli IIIIIIIII IIIIIIIII llllllllllllU�l�lill�l�lilllll illll ll�ll "Illllllll.i.l�lllu Ulll�lll I IIIhllll�llllllllllllllllllllllll II IIIIIIIII IIII III I I IjII IIII IIlllllllll I l 8(II III- I II I IIIIII I I Il1LLLt 111111 ! VIII II� I I I►I s U0 a o ell SIDEWALK ADJACENT TO CURB ,: - ;; co 7,_p. 8' PUE - )EI' CAST IRON 910 _ u. ;1 2X4" MILLED TO DRAIN I VALVE BOX TO 1 NAILED TO TOP RAIL W/S.S. FASTENERS yn�trn CIO 14 1; BREAK FLANGE -SIDEWAI y 2X4" WOOD RIL, NT LnT TO BE 18• 3' MIN, h: O EXCEED 8' IN EONGTH r in0 a) Q SERVED MIN 6' MAX, I PLUGGED TEE PLUGGED CROSS PEND PLUG OR CAP to , A I ,e o• ��.y��11 + �' M O L/ G. �iRN/•a�, °o• .�'Yp591D' �y,.. 3r � I C .O co 1 1/2 4' DRAIN RU .� ��� ' y - -� -1"x8" WOOD 51AT5 c TAR PAPER (MOISTU / I cv, �' PROPERTY LINEr ALTERNATED ON BOTH SIDES �/ � I t W r1I_ I�- T '�, - wempfry.M,�.21�•'..., "�.ili:ilL=' - y i 6' DUCTILE IRON PIPE FASTEN TO RAILS W/SS NAILS , 'TRAIN ALL JOINTS W/ O rrr,, 3 v �' i •FIELD l_UK' OR EQUAL GASKETS TEE 4X4" P.T. WOOD POST W o)r 1, p, \ �_ _. LATERAL PLUGGED CROSS u - �^ ` ! C( NCRETE THRUST BLOCK SCHEDULE > ; MEGALUCi RETAIn. `. 2X4" WOOD RAIL CENTERED z V ��v > BETWEEN RAILS. (d AND (EBAA IRON) (BEARING AREA OF THRUSI BLOCKS IN SQUARE FEET) F PROPERTY LINE AND LOT ❑ -CUNL hCTE PIFti' 6' GATE VALV FITTING 90•BEND, TEE, OR 45' 22 1/2' 11 1/4' U NUMBERS MARKED IN WHITE BLLIC' FLG, x M.J. SIZE (INCHES) PLUGGED CROSS BEND BEND BEND PAINT ON FACE OF CURB- = 01'3 0, (SEE NOI t 11 2.0' - a 01.9 -- 1/4X3X20" SIDEWALK. WITH PLANTER M,J, x 6' FLG. TEE 6 040 02.1 01.3 PLAN STRIP AT CURB O 8 r7,1 03.9 02.0 01.3 STEEL, SECURED WITH COUNTER SIDEWALK 12 16.0 08.8 04.5 02.3 SUNK S.S. SCREWS. 3' MIN. BREAK FLANGE 15.5 08.0 04.00 PRIME AND PAINT ALL EXPOSED STEEL. - 6'-6' __ __ �. _ ' MAX, 16 24 84.0 34.9 18.1 Uy.t (ALT: COUNTE'� SINK STEEL INTO POST) ' .• � 2X4" WOOD RAIL ABOVE BEARING AREAS BASED ON TE51 PRESSURE OF 150 P.S.I. AND AN e j NOIL, t ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE 1001. TO , • RAISED 4" ABOVE GRADE ). HYDRANTS TO BE: MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 li Y I MVO 3 PORT - TWO 2 I/2' PENTAGON OPERATION NUI, OPEN LEFT WITH THE Fn I l!'' 1NO. COMPUTE BEARING ARE FOR DIFFERENT LEST PRESSURES >NO SOLI BEARING co -� STESSES, USE IHE FOLLOWING EQUATION Z CL)�IU1•IER SII)f� A. OIL RESERVOIR BEARING AREAS - (TEST PNESSUHE/150)X(1500/SOIL 8EANINu STRESS)X(]ABLE VALUE) .� - _ B. BRONZE ACTUATION NUT O EMBED STEEL 10" MIN. C. BRONZE SEAT RING NOTES: • I i T 1. STRADDLE: BLOCKS REQUIRED WHERE LINES MAY dE EXTENDED IN FUTURE = I ! D, WEATHER SHIELD CAF' SEE DETAIL N0. 561 ` I ELEVATION E. SAFETY SLEEVE: COUPLING 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST' UNDISTURBED EARTH. SEE PLUMBING CODE F. THREADED NUZZLES WITH 'O' RINGS 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. Lj FOR DEPTH OF COVER- G. NATIONAL STANDARD HREAUS 4. THE REQUIRED THRUST BEARING TIBIAS FOR SPECIAL CONNECTIONS ANE SHOWN ,� . Z NOTES: Lj ENCIRCLED ON THE PLANS : e g 15 INDICATES 15 SQUARE FEET BEARING I p - 1 b" CONCRETE PIER FOOTING. O S 2, SAFETY CHAINS 1O BE REMOVED. AREA REQUIRED. U_ clt TO INSTALL TEMPORARY 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 5. IF NOT SHOWN ON PLANS, RFQUIREO BEARING AREAS AT FITTING SHALL BE AS oo + VT 1 I SURVEYOR _ HUB AND GUARD STAKE OR _ � BY DISTRICT FIRE MARSHALL. INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST �-I PREPARED SUBGRADE > � I GUARDSTAKE AT LOT LINE FOR 4. HYDRANT TO BE !N:''TALLED TRUE AND PLUMB. PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE C,4 W METER INSTALLATION, � 5. NO OBSTRUCTIONS WITHIN 3' U' RADIUS OF HYDRANT, SPECIAL PROVISIONS. T VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 6 BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 2. INSTALLED BY CITY [11 TIGARD / \ METER 6, IF SUBJECT O I \-ANGLE STOP 7, VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPR -U PRESIDENCF_ OVER BEARING AREAS ANG BLOCKING DETAILS SHOWN 4. �i BY ENGINEER. THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE 8- TYPE 'K' SUFI B. THRUST BLOCKS SHALL NOT BE PLALED AT HYDRANT LOCATIONS. FEET. ANw,wo e.: NO SCALE 1, COPPER TUBING NO SCALE „�gyeM AV: AGUSTIN P. DVENAS RDS -- ,.•,a,ADer NO SCALL � a;ur,N P. DUENAs FIRE HYDRANT ENIdI'IEEPoIK:OEPMIME"' -"----- STANDARD THRUST DWG. NO DWG NO uT.ENmeaA GOOD NEIGHBOR WOOD STAT FENCE W! ALTERNATING BOA / AWSTIN P. DOLMAS-_ 2 �N 1~ Dye;. HU ENfJN1.EN�M;DEVAH111FN1 __T ,t,1a Sa Nul 1Aw --.._ BLOCK 560 NT.�'. J an uopX nava.a5O[])a°N.nft ENGrKfANG OfPAR11I[NT / 13125 sM Kw3 ASSEMBLY 542 ,01E+ I )eM-•,T1 MARCH 1998 w SIN""3•w WATER SERVICE 520 w", 5003 ae-.,n -- Y.^N 1998 - - -`- qTY OF TK)ARD - -- rremu(An --- -- _ Indo,olaa,s,eYa+ MARCH 1998 aTY OF ncARO ", :5531 u.--np �� Q VOIr� 'he7 GMeOIK aAR \ CITY of nGAftD 'A` I3 e.. Ae•„avA _ - -� -al.� ,Xrsle - Q -------------- �---� --- -- Z CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 psi N�IE•� AT 28 DAYS. CD CEDAR HANDRAIL HANDRAIL POURED ENS RE TREATED 4X4 POSTS s s 4'-0" o� I " 1 „ F C o -- 2'-0" ----=r• - 2'-0 - 1 _� �- 6 FROM y _ w w w 1--- 2 3 1 /41' a t'-o" '' o / a ¢ Q w R=1/2" I -. 4 ' • L 01 0 0 o O 1 SIDEWALK . DISTANCE TO PROPERTY LINE 1"BATTEk ' '•• ,As e,, yy� BASE COURSE �I -APRON VARIES, BASED UPON THE WITDH a2" L 3/4 -0Co 0 0 0 0 I I 42" !� . • p 1 i•---1'-1 7 �� OF THE OBSTRUCTION. o " • p • • _ • SUB-BASE I I 0 • O� pS•�pT• p�•�Oo d •p OQ•S• " .6 2"-0 2� -- 1.5'44 4S pa ! 0 0 0 0 •. MAX. WIDTH FOR SWING-AWAY v= ` \ \ \ I 3' r CO IY1 p APRON FOR MAILBOXES. / 0 0 0 0 5-_ VARIES �!\ ' / / Uj COMPACTED SUBGRADE �\ ���` / �` \// �NESS VARIES - L_ ACCORDING TO TYPE OF z z w w 16 1 /8" SECTION_AA-A ROAD SECTION W a W PROFILE VIEW I SLOPE RAILROAD TIES W/ REBAR � � X d � _ FINISHED F I / O 2" OF COMPACTED 31 3 8" - NCRETE A - / r�4-- R `, \ 1--- � `8'O° I 4" MINUS COMPACT GRADED o CO _ � � �1 1 I� 5' 5' 5 - r - / P r `JARIES(1.56•) AGGREGATE SUBGRADE 00� �� V o M r _ P.C. SIDEWALK • N �\ '90, y � R - _- - - � --� - , �_ NATIVE GRADE ��W MAIf-BOX .5' CURB I III - I I - D VIEW OR OTHER EXPANSION .uilNi AIJU DOWEL BARS 2' X 3/4" MI0 �i � p SIDE 085TRliCTION = -- RONT VIEW -I I I F N.T.`. N.T.S. PLAN VIEW _ \ NOTES: \ \ / 1. Use this detail for all sidewalk obstructions including --- - / > mailboxes, light poles, and utility poles. 2_. Install mailboxes in accordance with ODOT Standarci Drawings. / 3 Permanent location of mailboxes to be determined by the WOOD AGGREGATE STEPS WITH STEEL TIES U.S. Postal Service 4 Swing-away aprons are to be paid under the bid item for PLAN VIEW P.C. Concrete Sidewalks. � � � MAIL- BOX � 5. Face of mailboxes to be mounted flush with the bock of curb.C U ' I -- F W OBSTRUCTION WASHINGTON COUNTY I CROSS GUTTER WASHINGTON COUNTY TYPICAL S DEPARTMENT OF LAND USE DEPARTMENT OF IANC USE SWING-AWAY APRON AND 1RANSPORTATION DETAIL AND TRANSPORTATION --- -- "-- - --_ I WASH. COUNTY NO. _ _ -w�sH. commia.�_- - - ---_ -�-- ----� -.. _ I CS-303 CS-305.5 - __ -- -- --- - ---- ._ ---- -- ---- --- - SAWCUT r --- -- _ _ - - --- PLAN suRTING MA-�-f-------- -- - -- --_ _-__ __ _ ----- __� - - P UTILITY 'i LILAC UH MATCH EXISTING IERIAI UTIUIY CA5EL'I.NT� `I � i TOPSOIL NOTE. OR AS LOCATE fHAME AND COVER_ �, DIRfC1ED OVEN LEDGE OF AT LEAST . MANHOLE STEPS MUST BE TIGHT AND FIRMLY BAS[MATERIAL-� 12" IN WIDTH - EMBEDDED THEY MUST ALSO MEET THE A'S1M M TACK ALL EXPOSED MATERIA:. _ M TEST FUH WITHSTANDING PULLING OUT. PATCH AC TO CRE ATEH OF J" -- -W + 12 xx F_ -1*-- OR EXISTING G.. 6 -X STING ACI •e /-� SERVICE LA J SECURE 2X4 IN PLACE THICKNESS _ �f�j+ t-t SIZE AS SPECIFIED IPE / 1 SAWCUT t ---► - TO PREVENT PLUG BLOWOFF AGAINST PLUG W BAGKFILL �. A. 5-3� $v d Y O S O I � b 0 u r 'p .4 SANITARY MAIN • ° OR LAT[RAL I 0 p p o 0 0 0 0,0' \ S F•A•4 i'• I ��-_-- d Q a °a o 0 0 p 0 0 000 c0 p o 0 0 0 o OO O o Q 00 0 a 0 5 .,A - c-irn e. • O0O ��00 po OV000 Oo C)RO OOOOC 0_0 _•-- Uy" r MAXIML+ 27" FNUM SET FRAME IN NON-SHRINK _ �� + - 2X4 °O Op O O OO O O 8 00000 0 000 O O. TOP OF FIRST STEP- GROUT . • - O Oc p n� 0 O O „p 0 O O TO TOP OF CASTING -�'1T� .�•° •l r O� 00 00 00 GRADE RINGS (2".4',ON 6") -a , T 00 0 0��00 �M ., . 112" 41 NOTES SET IN NON-SHRINK GRO1/1 n p 12 3 -MANHOLE TO CO+KORIA wTH ASTM G-478 STANDARD ECCENTRIC JL. -' ° SANITARY / 0000°O p�0 ,/4' - o i ` a Elusnr4a / CRUiHEU ROOM x CONT MIN BARE ROCK) V00 0 aE-0 O O rj _ALL PIPES ENTTRING OR EXITING SHALL BE WATER - COPOLYMER POLYPROPYLENE PLASTIC _ _ _ °O UV a RQ'T o N •� 7jj'""'-�-' HEIGHT: TOTAL LENGTH OF 2X4 AT ENU OF LATERAL 38 O �� 4 VERTICAL HEIGHT OF i •4 24-3/4" ,f T �OT AS SHOWN ON APPROVED SET OF PLANS QO 0 0 OQO-C DO ^ -rx1ANNELS 10 BE 3/ 1/2" GHAUC 60 REINFORCr MCNT p'., 'fir► I I ��LMARNINGS TO FACE 51AEE1 O 0000 000 PIPE-SMOOTH FINISH /t�. r 12" HEIGHT GHOUhi ti1Ft.NET1C _ _-- 00... - 0 O `. r ----__ I ` 'V- of SURF t I •:'E ° 0 -_ `�� -RAM-NECK OR KENT-SEAL TO BE USED ON ALL \ J -� .) - x 6" .TIN 8"IMI MANHOLE SECTIONS 13" CC MIN 2X4 _-COLOR CODE SURFACE e < MO d'MIN BEDDING BELOW r�` 38" LOT/ (GREEN-SANITARY) 3 PIPE 21J1K OUTSIDE Of PIPE BELL '���, l J -INSIDE DROP MAXIMUM 2' FOR SANITARY AND 4' Me.NNOLE SECTION 3-3/8 FOR ' rc FOR STORM ""GN. DISTAHCE INVERT TO (VARIABLE V-4') PLASTIC SAFETY STEP .INERT II� _----_..-- A I ENDING -MINIMUM HE 447 C\" STANDARD TO Bf 5' 8•_-8..5/B" s'�� .. 3� �• , `��-----'- GROUND- . � ,- B Ii� _SEE DRAYANU NO 1GO MANHOLE StEFS n ,..'.�': MAG/TAPE -Nq!tCK OU TS t0 BE USED ft;L STUB OUT PIPE IS ., • t" (GREEN Vr lei tl;I:ERS) 3'pT LESS -- - I ,. .' BACKFILL COMPACTION - __-_ -_-- ---- /8 3/4" GALVANIZED BAP •4 •I. • 4' UP. 95x TRENCH FOUNDATION -_4`` •�/�/J • ► }.. �" PIPE / '---- PLUG • 4' DOWN: 90% STABIU2ATON, AS REQUIRED 48-MIN. `r[!!/ .�°•• . .�, - - �. MATERIALS' ,'�" 12" _ HOTS: (PER AASNTO T-99) J . .n ♦' 23" tB•' �' 1, TEE CUT TD BE DONE AFTER FILL 12" MA)(IMUM - 1"/FT. SLOPE ' 1" MIN. FROM TOP OF GALVANIZED: • EXCAVATON AND BACKFILL OF TRENCH / e RPE TO MANHOLE •' 24 V2 - I A ' 'OR CON CREtE PMP: /6 (J/4" DIA.) GALVANIZED DEFORMED REINFORCING OAR. • •4 ,►{I NOTE' SECTION REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40 4 ITT.. � - 31" �•o F •• v '°s° Jt t MINIMUM SL'-i l 3/4"-0 PIPE ZONE 1. SURFACING OF PAVED AREAS SHALL COMPLY MATFI STREET CUT STANDARD DRAWING. P GALVANIZED CONFORMING WITH ASTM A-123. A" :0 0 6" PIPE - %1 MATERAL AS SPECIFIED 2, JOINTS TO BE TACK AND SANDED. w PLASTIC: •, i �Nad Q r' PIPE MOST cor+roRM wlni ASTM C-476 •• SUPPORT TEE WITH 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. V) A - - STEEL REINFORCING BAR MINIMUM 1/Y GRADE 60 Np• e; MINIMUM GRAVEL, - A lL A'MINIMUM coN7RfIF;.'.:•� •' MEETING REQUIREMENTS Cif ASTM A615 ENCAPSULATED 1, SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS / MINIMUM 2'0" w16E �LE V' Iil-�N - 12" OF 3.4•-0 COMPACTED --+i-� _-. - _ .. e MATERIAL WITH IN,�C110N MIX_UEp COPOLYMER POLYPROPYLENE 2. COVER AND FRAME SHALL BF CRAY CASE IRON ASTM A-48 CLASS 30. ^--' '-- BASE MAZE- �.._ 4.•^ � WITH SERRATED SURFACES. 4F0F1 OAIVANIZEO-.TEP D TO A TRUE BEARING ALL AROUND J _ _ / C _ Ow G. NO. - l/� ; `' 3 COVER AND FRAME TO BE MACHINE /�I I T� n ,.nN1M ♦ 4 NOTCH LID FOR LIFTING HOOK T l V I unified ,3•+orra a NO unified i NaeIFEISNa DLPWNYENT +TIN P nuE TRENCH _ ^ . UfA AOU NA! 1 O 32S .ri _ - sewerage PROJECT - _ _ BLUE HERON , _ - - ------- - - ACKFILL - unified SUBURBAN AND STANDARD unified SERVICE LATERA: sewerage ASPHALT DETAILS agency ",�' "� ar, IA - - sewerage - agency T ..u.Z.O.Iwl 33e.�n MARCH ,998 _____^-_ - I ally OF n(MAD -- unified MANHOLE STEP O sewerage MANHOLE FRAME AND COVERu agency DRAWING LA0. :K5 - aeaee, .nv.ara lun A UeragefA � agenr.�� ----- STANDARD MANHOLE 8"My URAWIN� LA0. 110-SA - DRAWING LA0. 170 _ ,YF�F' , aewn..j - ----------- - I DRAWING NO. 100 -- - -- Walnut Str 12450 PLM2002-00083,PLM2002-00084 DRAWING NO. 010 -- - NOTICE: IF THE PPINT OR TYPE ON ANY II 111 III III I I I I I I I III III I III I I I 1 1 1 I I 1 1 1 1 1 1 11 I 111 III I I I 111 I I III III III III III !I I III IF I III III III I I I I I I I III III i ! 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