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HomeMy WebLinkAboutWalnut Street @ 121st Avenue Overall Length Of Project-0.41 Km 2547 sig.No. .INDEXoEOFIPT oHEETS (Excluding Storm Drain Only)(0.25 Mil W A SHINGTON C O U N T Y, O R ]E G O N a SCN1 1 Thru. Tit/e Sheef DEPA Is TMENT OF LAND USE AND TRANSPORTATION °=T Survey Monuments W a a 22TThr• Typical Sections METRIC PROJECT I -o.�AND®wI`" A"L 4a. , �.ftics, 2B Thru. Roadway and Drainage Details 2B-4 2C Traffic Control Plan and Details DANK gl „LL,Eok. 22D-4u Erosion Control Plans �� ENE@DENY.'`"°"°M»e„.E 43 it H D§ 2E Thru. PLANS FOR PROPOSED PROJECT '°" a 2E-2 Pipe Data "° o sEs a N 2F summary GRADING, STRUCTURES, PAVING, SIGNING, ®.DDA.0No® IL. _ �� 3 Thru 8A S.W.Walnut St.Plans and Profiles STRIPING, ILLUMINATION, SIGNALS, & UTILITY ffi .w o 9 Thru.11A S.W.121st Ave.Plans and Profiles ✓2 pA d 12 Thru.15 S.W.122nd Ave.it Plans and Profiles S .W . WALNUT S T • o ooz 13 Thru.15 Intersection Details `' o��� M I 16 Thru.19 Retaining Wall Plans,Profiles and Detailsx N.Q� 20 Thru.27 Signing and Striping Plans and Details. 3®W Y� 128 Thru.31A Illumination Plans and Details AT S.W. 121 S T AVENUE 3 @ P 32 Thru.33 Signal and Detector Plans 4 44444444 o R i E g 34 Thru.40A Sanitary Sewer Plans and Details LET'S ALL 1 41 Thru.48 Waterline Plans and Details W A S H I N G T 0 N COUNTY n "r 4 WORK TOGETHER 4 Q p of � TO MAKE THIS 4 a. w" 49 Thru 60 Underground Utility Plans and Details O C T O B E R, L 000 - JOB SAFE �jp Q_ END OF PROJECT 444444444 Ai, STA. 2+265 z a g s 1 STORM DRAIN ONLY -NT .` >1 u ATTENTION wo — Oregon Law Requires You To Follow Rules Gl¢3c O55s i Adopted By The Oregon Utility Notification Center. $ VI SONS pD. Those Rules Are Set Forth in OAR 952-001-0010 Through 62 ® ER Green 4 burg OAR 952-001-0090.You May Obtain Copies Of The Rules From The Center.f .a . Os' BASIS OF BEARINGS AND ELEVATIONS `, DAKOTA n j�2 m The Bearings of these plans are based on the Oregon Coordinate wIN_rh vim r PFAFFLE ST. 2W. z al System of 1983,North Zone,1991 adjustment,established through `�I ! o g j d Global Positioning System (GPS)measurements.Elevations ore based L_�"} '/\ W� P. �, M 1 on Washington County Bench Mark No.170,a brass cap in the north IJ YY� '� �,w�o; curb of S.W.Tippitt Place west of S.W.121st Avenue, I a �� � I' Elevation 73.701 meters,NG✓D. - il7 .�o i wnwu TIG RDipip 111,7)) keg sr APPROVED:* 4 DATE ,z° FONN R 5. p \A �IIP I. � I RC CORD DRAWINGw I�G 'a — 7 r QFp PAOFF 11 P- i I, ,"s e h W / ' W D Z} o NI,_,_,I MCOONALD ST -�� ¢W} F- < o Bonita �;°°N; =,o w �7 IOAARDE— ST. I —1 ly, 2 I > SEC.3,T.2 S., J N o N m �- R.IW..W.M. C N s W m BowTA RD, Expires 12/31/03 3 3 F BULL IMTN RD. .=V7; r PLANS AND SPECIFICATIONS - ,,,- i APPROVED BY: a BEGINNING OF PROJECT PROJECT MAP STA. 1+856 N.T.S. SHEET NO. . - NAME mLE DATE VIEW I ( S U R V E Y D+700 122 PR25a7gR MONUMENTS (13 -—-— _--W.ANN STREET ' ' <_ SW.ANN PLACE�125 I i I u,a. I I oN w p - 172 L cv O+� W e gg --� I i - 100 i It / --__ =05°44'21" � a '.12H------_I I I I I �-L=35059 II / /L3E I 0 1^ z C ' 35.044 - I I / II N I 152� o I75 �.86�� wsti' I f-- -- I N 53I ®2 50 moat. —-- 185 I —-�I- Ili PT Sto 0+535.05• o I 90 55 N 52 51 / a �� a� ET/1' 112 I 0+600®.. -,�ii ...Z............3.S NUT ,TRE I — �� (.7 zv I \ 57 84 0� ��- LN=05°50'29" 2 Ol �� o ewq ,/' ���� L=35.682 J ti "' 249 1. 147I= `P14 R=350.000 Q 2 'za z vi ILC=N00°22'28"E 2-- \® 116 55 i PC Sta 0+46I4.318 35.667 ¢ '. d"o >p Ja Co 65°g9'A6 NI- 0 56 ,°31'41" --—m '� J L. 145 w h ¢z " N *PLN \ R=350.000 m � 54 141 Uj Oa n° "' 215 + LC=N71°56'36"E �" .. 45Rs PTSto N �205 SS�RE d'��.807, I 1 132 ---- N�139 0*535.059 II _ 140 1136 ^-\--- ;-- -- I --�---�-'- I --169 N _ _� $yy1NA Ef 141 3 ' 133 a STT EET� ® 95 \ 687_5i° n Igraillf' W 42 98 96 N1 162® , , �— 142 Q o -- -- -- �. 14 __�-1� 171 o o 1_- II r S.W.TIPPITT I _,4. El PLACE 3 Ico w �w +300W z. Z 0 1 7___S.W.CARMEN w c Sto 0+464.318 w 47e- q¢'o ®204 -4 T METERS v~i o 0 0. JN� a PROFESSIONgI C^z ›- qN0 SURVEYOR LEGEND: 3 3 w - oReooN ® N a FOUND MONUMENT AS NOTED h a a j ti'i PATRICK to SMITH co asa ® PROJECT CONTROL POINT o. __ __ RENEWAL 6-30-02 193 I 0 PROPOSED MONUMENT BOX 0I SHEET NO. '` 214 RECORD DRAWING to SURVEY MONUMENTS P 2547ER m3 i MONUMENT DATA AND REFERENCE SURVEYS FOR S.W. WALNUT ST. MONUMENT DATA AND REFERENCE SURVEYS FOR S.W.121ST AVENUE m ACTION PT.NO. STATION OFFSET DESCRIPTION REFERENCE ACTION PT.NO. STATION OFFSET DESCRIPTION REFERENCE w P 205 1+763.051 -4.661 SET PK NAIL W/ALUM WASHER "DEA CONTROL" P 214 0+203.841 5.992 FD 16mm IR SN 5170 ,; P 215 1+785.415 -9.280 FD 19mm IP NO RECORD P 193 0+229.245 -6.107 FD 19mm IP SN 7250 P 149 1+844.364 -18.139 SET PK NAIL W/ALUM WASHER "DEA CONTROL" P 204 0+285.381 5.608 SET PK NAIL W/ALUM WASHER "DEA CONTROL" z P 110 1+870.681 -9.143 FD 16mm !R SN 16432 P 197 0+297.078 7.631 FD 16mm IP CARMEN PARK > ,w P 56 1+880.310 7.445 FD 16mm IR SN 9162 P 192 0+318.719 -7.033 FD 19mm IP SN 12090 , •, X 57 1+891.325 -9.338 FD 16mm IR LAKE TERRACE P 164 0+340.630 -10.632 FD 16mm IR TIPPITT PLACE o� X 147 1+892.671 -9.190 SET PK NAIL W/ALUM WASHER "DEA CONTROL" P 142 0+353.381 -5.899 SET PK NAIL W/ALUM WASHER "DEA CONTROL" P 184 1+897.642 -19.616 FD 16mm IR � X 6875 0+357.741 -14.903 FD BRASS CAP IN CURB "WASH CO.BM#170" COUNTY BENCH MARK 5" P . 185 1+914.322 -50.183 FD 16mm IR P 169 0+384.051 -10.612 FD 16mm !R - TIPPI w TT PLACE S ay X 112 1+905.406 -7.061 FD 16mm IR LAKE TERRACE X 143 0+402.699 5.055 SET PK NAIL W/ALUM WASHER "DEA CONTROL" z C X 4 1+907.739 -5.601 FD 16mm !R SN 19947 _ X 131 0+417.690 -6.245 FD 16mm IR SN 9088 X 116 1+912.496 6.211 FD 16mm-IR SN 9162 X 132 0+429.097 5.955 FD 13mm IP/BENT SN 7717 I =`gg X 55 1+914.827 6.589 TD 16mm IR SN 9162 M 47 0+464.318 0 POINT OF CURVE rzN i P 114 1+945.979 10.414 FD 16mm IR SN 9162 X 171 0+492.280 -7.499 FD 19mm IP SN 3901 3 a m�', M 42 1+978.863 0 POINT OF TANGENCY X 98 0+494.701 -6.004 FD RR SPIKE IN MON BOX SN 19947 El o X 141 1+987.314 -7.755.FD 19mm IP C.R.NO.1992 X 96 0+499.688 -1.795 FD 19mm IP IN MON BOX C.R.NO 1992 . g 2 E 8 X 171 1+991.028 5.988 FD 19mm IP SN 3901 M 41 0+500.000 0 C/L C/L WALNUT& 121st 4 X 98 1+992.961 3.881 FD RR SPIKE IN MON BOX SN 19947 X 3 0+503.964 -6.344 SET PK NAIL W/ALUM WASHER "DEA CONTROL" C zz,„ X 3 1+994.771 -5.376 SET PK NAIL W/ALUM WASHER "DEA CONTROL" X 140 0+511.027 -8.475 FD 19mm IP CA NO 1992 O0 a„ X 96 1+998.181 -0.106 FD 19mm IF IN MON BOX CR.N0.1992 X 136 0+520.198 7.300 FD 19mm IP SN 12817 ,, a M 41 2+000.000 0 C/L C/L WALNUT& 121st X 137 0+520.572 7.325 FD 19mm IP CA NO 1992 X¢51 X 133 2+019.388 -7.336 FD 19mm IP SN 12817 X 139 0+528.219 -6.514 FD 13mm IP NO RECORD <,oP X 134 2+019.509 -7.675 FD 19mm IP C.R.N0.1992 M 45 0+535.059 0 POINT OF TANGENCY w y u o X 135 2+024.049 -7.232 FD 13mm IP NO RECORD X 54 0+540.344 7.558 FD 19mm IP SN 12817 a¢3° X 162 2+028.382 7.614 FD 16mm IR SN 20186 X 145 0+547.405 4.265 SET PK NAIL W/ALUM WASHER "DEA CONTROL" >a°" X 97 2+028.388 0.000 FD 16mm IR IN MON BOX(CAP SMASHED) SN 20186 X 128 0+591:159 7.625 FD 19mm IP SN 12817 A¢n° ,91 X 163 2+028.393 -7.626 FD 16mm IR W/YPC"WASH CO P/W" SN 20186 X 99 0+604.833 5.434 SET PK NAIL W/ALUM WASHER "DEA CONTROL" 2 z X 95 2+043.304 5.757 FD 19mm IP SN 3901 X 172 0+617.164 6.939 FD 19mm !R SN 4024 z X 94 2+065.054 -7.198 FD 19mm IP • SN 12817 P 127 0+635.077 -9.122 FD 16mm IR YE-OLDE WINDMILL w w X 158 2+067.704 5.821 FD 19mm IP SN 3901 X 126 0+635.906 -6.455 FD 19mm IP SN 8071 y X 159 2+103.604 5.936 FD 19mm IP SN 10725 X 124 0+653.801 7.606 FD 16mm IR LERON HEIGHTS =Q2i X 90 2+121.635 -4.856 SET PK NAIL W/ALUM WASHER "DEA CONTROL" P 125 0+662.189 -12.218 FD 16mm !R YE-OLDE WINDMILL vx,o X 93 2+124.514 5.958 FD 19mm IP SN 3901 P 123 0+693.407 7.611 FD 16mm IR IN MON.BOX LERON HEIGHTS 3 X 155 2+143.886 -5.998 FD 19mm IP SN 4460 P 122 0+708.657 7.606 FD 16mm IR IN MON.BOX LERON HEIGHTS X 92 2+149.965 9.250 FD 19mmIP M SN 5549 1 (1) X 156. 2+161907 9.250 SET ROCK NAIL W/ALUM WASHER "DEA CONTROL' X 53 2+175.012 -7.609 FD 19mm IP NO RECORD X 153 2+211.570 -7.512 FD 19mm IP NO RECORD LEGEND: P 152 2+256.451 -7.520 FD 19mm IP NO RECORD AP C/L CENTNTERLLININ ANGLEE ET P 52 2+257.410 10.029 FD 16mm IR W/YPC"W&H PACIFIC" HUNTER'S GLEN P 2 2+258.398 3.654 SET PK NAIL W/ALUM WASHER "DEA CONTROL" IP IRON P 51 2+282.448 10.033 FD 16mm IR W/YPC'^N&H PACIFIC' HUNTER'S GLEN IR IRON RODE FN- ACTION: P - 86 2+300.376 -0.024 FD 16mm IR W/ALUM CAP "W&H PACIFIC" HUNTER'S GLEN Z W/ WITH P 50 2+310.423 10.044 FD 16mm IR W/YPC"Y✓&H PACIFIC" HUNTER'S GLEN P = PROTEGE REPLACEMENT RPC"" RED PLASTIC CAP MARKED t'vv z r m IF REQUIRED WILL BE AT P 237 2+392.450 -6.093 FD.16mm IR W/YPC"COMPASS CORP" WALNUT GLEN CONTRACTOR'S EXPENSE. YPC"" YELLOW PLASTIC CAP MARKED x NI= z W a P 1 2+474.522 70.364 SET PK NAIL W/ALUM WASHER "DEA CONTROL" RsoxsreReo ALUM ALUMINUM h a o" 0 (0 P 85 2+424.512 0 FD 16mm IR W/YPC"HERTEL INC.,PLS 1896" WALNUT GLEN PRUFEralt L M = INSTALL MONUMENT BOX. N. 2: Q AND SURVEYO MONUMENT WILL BE MON BOX MONUMENT BOX z N, >, h P 233 2+534.571 0 FD 16mm IR IN MON BOX W/YPC"WASH CO.P/W" SN 20186 SET BY OTHERS.(FOR FD FOUND s-z w P 100. 2+537.372 0 FD 16mm IR W/YPC'WASH CO P/W" SN 20186 DETAILS SEE CITY 3 a > _ ORE60N SN SURVEY NUMBER Q DRAWING N0.120 PATRICK N.SMITH 3'; y WASH CO P/W WASHINGTON COUNTY PUBLIC WORKS In a RENEWAL 6-30-02 X= NO PROTECTION. R/W RIGHT-OF-WAY 3 C.R. COUNTY ROAD SHEET NO. -\ RECORD oDGiQMn7OG92l 1A-2 TYPICAL SECT IONS sm2547 i a.a I m w, o N R.. R/,W 9.144 - 9.144 I = 6, i 3.343-3.925 N i. 0.30 Widening9,; i g 1.75--� Match Grade for Drainage Curb 51oPe 3 _ SI.2.02% rm �— - PI z Sawcut 0.3 m—I I-- Sl 2.02% o 00 (Min.) ,, e�m� 2 ¢Sm �yWY¢ Pe O gogmm STA. 1+856,417 To STA. 1+872.000 o � IP (For.Surfacing Details Not Shown,See Section Below) fnl0 . z¢a w'j Do CI. VS na R/W R/W ''4 2 o j 9.144 J- 9.144 1 9 o 9$ 5 1 2i'i LL I 6.270 - 6.706 3.925. m *3.925 - 6.706 tig�� 1.538- 0- j i Q°z i °' - 4.732-5.04 ( 3.925-6.061 a Q , - I I 1.662 0.645 y o i Asph.Cenc.Wearing Course I Asph.Conc.Base Course I ___ -- 3 i Level 2 12.5 mm Dense Graded HMAC Profile Level 2 19 mm Dense Graded HMAC i,- g--1 Nom.Thkn.- 50 m Grade Nom.Thkn.- 150 mm 0.30 Widening E%. �. for Drainage Curb%S\oPg j C) AC Overlay Varies 0-300 mm O OSL 2.02Ya P.C.Concrete m Sawcut 0.3 m--I I—(Min.) Drainage Curb 0o,s Aggregate Base Nom.Comp.Thkn.- 380 mm m Subgrade W W fA W Geotextile Fabric ROADWAY y>, Occ PLANS & DETAILS �`8 1-0 STA. 1+872.000 To STA. 1+882.718 ~U w~ �N, NZ a^z -IJ STA. 1+882,718 To STA. 1+891 ,061 (Taper Section) � P�oF 3�3 c.) N. } G (For Details,See 0DOT Std.Or No.RD700) Expires 12/31/03 SHEET NO. gRECORD DDRAWINCi 2 PRO,, TYPICAL SECT IONS 2547� R/W ` 9.144-10.058 0- w 8 6.706- 7.639 a a O Retaining Wall No.3 R/W 0.622 6.084-7.639 1.981-- 0.457-0.438 1 (For Details,See Sht No.'s I 2.438 -0 17- 19) g& ..n 5\ S/.2% 4, § ...S/.2% S/.2.02% ... Var. .R,�.R S/,JZ BQ S/ 2.92%'::: a'�x g STA. 1+933.833 To STA. 1+950.940 STA. 2+240.000 To STA. 2+258.948 (Taper Section) z‹ (For Details Not Shown,See Section Below) (For Details Not Shown,See Section Below) - -4 o o �.¢ m R!W R/W 3 m w Q 9.144 9.144 3 I- 6.706 6.706 - 1 I g gm4A 0.457--1 --1.981 - 4.877 -• 1.829--L--1.829 4.877 1.981--- --0.457 �fp( lit *5.044-4.877 *1.662 *0.645 *6.061-4.877 -1.829 -1.829 Asph.Cones Base Course , oAsPh.Conc.Weorin Course Level 2 19 mm Dense Graded HMAC Level 2 12.5 mm Dense Graded HMAC Nom.Thkn.- 150 mm ,w C Nom.Thkn.- 50 mm 6> Profile Grade Top of Curb Elev= >/vo �2� Profile Grade of \1:2 Var. Sl•2% S/.2.02% Sl.2.02% ©Curb and Gutter S'p(. qa 3a M x Mo' as R/W S\•1'Z SI.2.02% SI.2.02% 2.449 1.255-- Concrete Sidewalk Aggregate Bose 0 0 2 ti Subgrade Nom.Thkn.- 100 mm Nom.Comp.Thkn.- 50 mm 0 Q Q j Aggregate Base - Geotextile Fabric o e o Nom.Comp.Thkn.- 380 mm Sidewalk zagi z 1.-s STA. 1+915.250 To STA. 2+258.948 RT. �� STA. 1+915.250 To STA. 2+254.307 LT. 1� * STA. 1+891 .061 To STA. 1+915.250 (Taper Section) 1 .4 __________________, STA. 2+262.700 To STA.2+265.000 LT. R/W ¢ R/W s - Varies 9.144-7.62 -i 10.058 0 Varies - -=1.60 3.916 7.639 `-w cf.)w ".° Z III*6.706-3.916 r S z O cC Profile c N, N Z } a o ! Grade • M ! Sl.2/ Sl 2.5% - 3 a V o S4.T�1 SI,1 . o:.: .. . : a.,. <::�.p n. --- m a 3 EL- sSI.2.5% N 150mml STA. 2+258.948 To STA. 2+265.000 RT. Di (For Details,See City of * STA. 2+254.307 To STA. 2+262.700 LT. (Taper Section) Tigard Drg.Na.126) (For Details Not Shown,See Section Above) RECORD D Q Q G�O(�O J sx2 A o. VIEW 2 / 1 8& TYPICAL SECT IONS 2547 R/W R/W a 9.144 -- 6.109 I m i 6.706 *2.986-3.092 a ,2 i 0.457 1.981 4.877 1.829 1.829 ]157 Varies--i *1.157 Asph.Conc.Base Course -1.263 JLff- °' HMAC \. SI 2 02Y Sl.2.02% MPX• - Max. S/1,y 5�•7 ;;; 51,,2 ° S/.2 02% >:: SL 2.02% I P i Aggregate Base 150 mm Nom.Comp.Thkn.- 50 mm Subgrade (Mind z Q Aggregate Base Geotextile Fabric amp Nom.Comp.Thkn.- 380 mm S.W. 121ST AVENUE x wQVm tlW ¢ STA. 0+356.940 To STA. 0+361 .744 - z, * STA. 0+361 .744 To STA, 0+370. 142 (Taper Section) g iogg a 1) 5.20 .I UM ¢_"„ w z¢a„ Pavement �Sawcut Wo°o LT qy 0 Aa p° 8 S.W. 121ST AVENUE o�Q� cull STA. 0+638.407 To STA. 0+652.771 ova 3PQ R(W rp R/W 3 :. 9.144 9.144 �� I 6.706 6.706 -I 0.457 1.981 4.877 1.829 1.829 - 4.877 1 1.981 0.457 wi. Asph.Cone.Wearing Course Asph.Cons.Base Course Level2 12.5 mm Dense Graded HMAC Level 2 19 mm Dense Graded HMAC Nom.Thkn.- 50 mm Nom.Thkn.- 150 mm ds >5:'':*". Profile Grade Top of Curb Elev= Max• cn Profile Grade 2 1-h y W Sl.2% Sl.2.02% St.2.02% °Curb and Culler S/ 2% 'S\1Vor. rO m S4,0 U G5\. .b Sl.202% Sl.2.02Y `<::, ° d'o.:, j oAggregate Base - // Concrete Sidewalk Aggregate Base a -� to Norm Comp.Thkn.- 50 mm . J Geotextile de Nom.Thkn.- 100 mm Nom.Comp.Thkn.- 50 mm 3 3 taj o Aggregate Base Geotextile Fabric 3 N 3 } 3 Norm Comp.Thkn.- 380 mm �-a F ui S.W. 121ST AVENUE STA. 0+370. 1 42 To STA. 0+652.771 O (For Details,See City of Tigard Drg.No.126) SHEET NO. -` RECORD DEAWoac 2A-2 VIEW 3 / \ PROJECT NUMBER TYPICAL SECT IONS 2547 a m a ^ z 1 of NP za R/W ¢ m 7.620 a mwmQ *9.144 1—6.706-3.649 Varies o m Asph.Conc.Wearing Course 3.00 Level 2 12.5 mm Dense Graded HMAC g „ Match Grade Nom.Thkn.- 50 mm! Mw Exist Slope a N - Asph.Conc.Base Course m — Mex Level2 19 mm Dense Graded HMAC MEIBENta "3/7.y J S111'2 Nom.Thkn.- 150 mm Exist Slope— ' ''al x Sawcut 0.3 m �u u Mind 150 mm Begin Slope at R/W w� A — (Mind 1 Aa 3 Subgrade 4z fla Aggregate Base Geotextile Fabric qa Nom.Comp.Thkn.- 380 mm , c, POI Le S.W. 121ST AVENUE ( Intersection) WO STA. 0+652.771 To STA. 0+662.000 (Taper Section) * STA. 0+652.771 To STA. 0+653.743 WI „-_, ,t 3 m W Z w O 2.4 F>Z O Z "O y Q o .—hz W Q J N- J U) a.-Z Q -S.3 Z. V N "3 as • s - `i'a ~ GO 3 ' G swum 2 RECORD D ANHNO 2A-3 VIEW 4 Nos PROJECT 2547 a T Y P I CAL SECT IONS m3 ,. ow oI g r �o i3 ,,g� za R/W R/W - eromo 5.486 7.925 ce m (Varies 0+014.308 To 0+028.048) (Varies 0+019.047 To 0+028.048) i 3 mt`Q 1 Varies 4.572 4.572 � 1981-�'�-- f (1) Foce of .c g E g E g Profile Grade Retaining Wall �. Asph.Conc.Base Course z" Level 2 19 mm Dense Graded HMAC i Asph.Conc.Wearing Course l (1)Lt Sidewalk Transition S Nom.Thkn.- 50 mm Level2 12.5 mm Dense Graded HMAC �a ! ' Nom.Thkn.- 50 mm Sta.0+014.320 To Sta.0+020.647 1.981 -.? Sl.Varies w�� Sta.0+020.647.To Sta.0+028.048 1981 - 0.914 ��#i SLVaries (3.5% - 0.0%) I St.2% 2¢a Vor. S1.2% (7.0% 6.0%) ..o-n' d.,e sto.o+o26.o4s To sta.0+034.000 os14 Me a J J Subgrode Concrete Sidewalk /A::L7 Geotextile Fabric Nom.Thkn.- 100 mm Nom.Comp.Thkn.- 230 mm Curb and Gutter 0 > Aggregate Base o r.Q 6, Nom.Comp.Thkn.-50 mm c, Q S.W. 122ND AVENUE =W,,� Lt. STA. 0+014.320 To STA. 0+034.000 Rt. STA. 0+019.013 To STA. 0+034.000T. i`aQ�Qo� 3 @ill I ,w co W W Z Z O u.Fjz 0 W HQ8 0 W ,,z 0 Q Ji08 coZ ga—z U 33� m CV O3 N a. a to 3 O 0 (For Details.See City of Tigard Drg.No.126) SHEET N0. RECORD onAWIlhgC , 2A-4 VIEW 5 ' BYPASS MANHOLE DETAIL PROT 1 250 mm D.LP. A From CB L t. a 89 mm 356 mm 89 mm f-1 II :300 mm (Mind m 3 GATE MN Access , - o MN Steps 250 mm D.LP. �:� �� Surface Mounted ♦ 1500 mm Man Ho/e i 8 Guide Frame �� z 375 mm ClassY RCP 1�305 mm o 1 R From MH @ 90' 11761111111 , Sta.2+150.000 _- a �'—' 10 mm S.S.Bolts _ •= -a�8° o@ 125 mm O.C: See Note 1 BYPASS MANHOLE NOTE: ■ inMaxI 375 mm Class Y RCP Factory-Install250 mmand375mmDia. St 2 @z QDuctile Iron Pipe Sections as Shown.Use Too.2+264.465 all Non-ShrinkGroutwithfc(Bin)=3000 PSI. � o B.See I Note 3 Irak Factory-Install Slide Gate with Water Quality 3 maw, Discharge Orifice as Shown on Detail at Left. ` To to D.I.P. vwarSee Note 2 g ' `.� To Wafer Quality MH s Factory-Form 100 mm Wide Diversion Weir. - g o" E 250 mm D.I.P. /� 111prat,---,,,—,Ardr Broug Factory—Grout Manhole Base.Grout Shall be From CB Rt. H Brou ht Level with Sill of Gate Frame. Gal a< Floor of Pre-cost Non-Shrinking Grout, Manhole Base Section See Note 4 za H z„ >ao! BYPASS MANHOLE AN 3x: SLIDE GATE DETAIL STA. 2+234.000 <z:_ as it kogo o-QQ SLIDE GATE NOTES: Ww� P. 0Factory-Cut Discharge Orifice.Orifice 1500 mm Dia. o�0o Flat Top Manhole - g¢ov�i Diameter Shall be 76 mm e y mm 02 For The Bypass Manhole,The Center of 375 mm Dia.Sew.Pipe to 3 the Discharge Orifice Shall be 76 mm Above the •c Extg.MN @ Sta.2+264.465 Sill os of the Slide Gote Frame when the Slide IRO Gate is in its Fully-Closed Position. . 03 Finished Invert Elevation of 250 mm Dia.Pipe to 250 mm Dia.D.I.Sew. c Slide Gate,See Water Quality Manhole e.I be the Same as the Sill Pipe From CB Sto.@ 2+234 Detail This Sheet 1--? of the Slide Gate Frame.IE.66.063 • M ® Place Non—Shrinking Grout on Floor of Precast c Top of Weir 3 Manhole Base Section.Grout Shell be Brought • 3 Level with Sill of Slide Gate Frame. EL 66.234 . c' 05 Stop Gate to be"Plasti-Fab Sandwich Style W F o FRP Stop Gate"or Approved Equal. c z> w IE 66.063 J Depth of Grout m Lt./ o w o @ Slide Gate=89 mm ._ , L7 • j_o Q f a�1i 4 332 1 N3 O `"a cc 0 0 SECTION A-A w BYPASS MANHOLE STA. 2+234.000 SHEET NO. =` RECORDDc A0V © 2B VIEW I r1 me nionesa\ STORM FILTER DETAILS 2547 d a a m 3 NOTE:Storm Water Management - ,-.. Details are Shown in English Units. a ,, It is The Contractor's Responsibility to Convert to 10' Metric Units and Verify Conformance with the 3'-3 Project Specifications.Discrepancies Shall be 6 z Brought to the Engineer's Attention for Clarification. �l'-6„ l'_g, l'-g l'-9" l'-l" l'_6" N B , 4 l/2" o k �11111 e - Isia /0'X 15"X V g '� 6 1/2"Deep Sump Ar7� rj74r1"I i/ A Trowel)All Around gal From 2'-91/2 flltlm�onm ley Atr,ilrem'�iAi.leo gr..i1neov���eali:►I�•, .I\Ir ��IM mochaoiocmoiamvowm7i�..�..�� 1� 1" Pre-Treatment �-�. llh� ���✓� 1 3/4 ' � �- 3"Endwall ®� z d B O CO�� LINEAR STORMFILTER- PLAN VIEW KEYWAY DETAIL(TYP) v�Lg5 N.T.S N.T.S gr.. 'A gang 3 - 2'x 3'Diamond Plate Doors -3 1/2" Radial Flow Cartridge Ilyp) / (2°2)" T9 w a !/ 2"Concrete Baffle - (Bottom) 1 4: 6" �� �P y w n From yH m? Pre-Treatment " p 2" J,a <"o (See Note 11) . .:. -! To• of Weir 6` ���4si' we 3g 3 8 II iii riO: iii_'AII4_I;11i1 2'_4" it 1111 ` �� o,Z� 2"Concrete Weir Z'w 4"PVC Coupling 7 � 9"PVC Pipe(TYP) 8„�� ������ c�aov, � o�aa and Plug(Typ) 4"X 2"PVC Tee(Typ) z n z Q siec mtSee Note 2. Qa�� NOTES: 1.)Solid Top Catch Basin or Manhole to be LINEAR STORMFILTER-SECTION A-A LINEAR STORMFILTER-SECTION B-B (140 Installed and Constructed in Accordance with Local Regulations and Plumbing Code. N.T.S N.T.S 2.)Compact as Specified. a 3.)Provide Flexible Couplings Typical all Pipes. Coupling to be Set 18"Outside Face of s Wall.Fernco or Engineer Approved.4.)Pre-Cast Concrete Vault Constructed in - CO Accordance with ASTM C858. --w J W o _ OC W, a LINEAR STORMFILTER co Zv,o N W 'n sNz Q J 4 CARTRIDGE UNIT WITH DOORS 33= LL STANDARD DETAIL y�3 y cc 3 a Q I cn % SHEET NO. A. RECORD DRQQnM0MO J 2B-2 D E T A I L S PROJECT No aSta.0+525.31p 33.73 Lt. •� `.5ta.0+526.54-i r R=3105 4.12 Lt. 'i m S Sta.0+509.01 r= . 33.41 Lt. __�,� ao a -'Inst.Type II Area Drain ALL Ste.0+527.00 I \-71 •p 72.45 �'32.238 Lt. g 72.C5 iRim 72.00 1 \ • 72.15 lLE.70.770 Out(El D o 1.\ t , I 8 �\ 72.80 /—`'Mat ph Extg.Grade Z \ G 3 \ Sta.0+519.73 „ 22.44 Lt. '' p R=9.76- Ill L - \ A 73.05 72.55 - 't r . • \ E —SaWcut � �/ Vggo 0.3 m Min. ti �A • \ \ ';Sta.0+509. -- I-`., i \ r '•- +11 3 o p•'• `14.12 Lt. I• 72.30 �� ` i i cn c i - s.._ - g gimp 72.35 _= �� wa • 72.85\ OA . r., y , T° wN ,^\ \ ;� 72.65Sta.0+52724 la,,I da y 34.39 Lt.l g ��p0, R= 1.52 ' z a o �Y ` ® -- - au°o ' dzl __ _ Face of Curb J .. /I\ ._-:_.- o 0 pQ r. w S.W. 121ST AVENUE =a=Q 1.829 M or as directed(1.219 M min) - p `x'o 457 mm Min.Overlap —. a- 25 �_m 28.2 m Sta.0+527.000 N 9°02'04'<E „I 1.52mRt. 152 a Rim, 72.498 it) a DRIVEWAY EXTENSION FOR TURNAROUND AT CLOSED ACCESS s Varies 152 - 406 mm n s - 4-#13 Bars #10 Bars 305 mm O.C. o ' in Curb as Shown W= oBoth Directions 25 m z r W Centered in Walk 5] �{ 25 f z • a Reinforced Concrete Walk COVER I .a o Q F 102 mm Thick 7. + .r z,~„o p a'-z Loose Compacted"Pea"Gravel 152 3 3= ui 102 mm Thick ___I 3 0 3 ¢ 1 . • o - cof i 3 s #10 Bar- 305 mm O.C. Ih 610 a TALL REINFORCED CURB AND GUTTER AND REINFORCED CONCRETE WALK SHEET NO. -, RECORD DD G GaW0NS / t 23-3 VIEW 3 i8 D O W N S T R E A M STORM SYSTEM OUTFALL 2547� < E Stream W zE 600 mm Win.) 410 �' O O# ljr•4!• ADA O. D� O D II 11 I1q7:: a • o o�Y 600 mm !Mini • _ ow ____,,--- ---,0 ' �I11F .0L/ Algis di , il 3 5, 6 N M 1.0.m Win) 3.7 m (Mini G10 ,�m x¢z„ q uo — Not To Scale Q<30 tz BOZO ti 2 UZQ, WI Extg.Ground and.Ground WI 92 Slope(Approx.) Stream 3 1 f) w 300 mm (Min.)—� Bevel-Cut Outfall Pipe At Thickness — -- — — Slope Of Existing Ground. s -IRiprap Class 50 Q W = h 3 — — — IT>z O m a.0 W ~~ CD a 600 mm Outfall Pipe .N o Z (C905 PVC.Pressure Pipe) a—= Q rg 33N cc ti 3 2 s Riprap Geotextile,Type 1 m a ce .. O cn SHEET NO. =` RECORD D RANnVINO J 2B-4 J TRAFFICNUM CONTROL PLAN AND DETAILS PROJECT 2547� LEGEND: - TO 610x305 TO 610x305 TO 610x305 m i w Project Area Q ......•.... Primary Detour 99 W 762x457 99 W 762x457 99 W 762x457 w Route Y DETOUR DETOUR DETOUR 762X610 762X610 762X610 o scHou S \ ,,N �► c, N.T.S. © PY P�' , > \o,• ?OP m Greenburg >=Wp '� O O O op ® ) �I �i J a o ~ TO 610x305 TO 610x305 TO 610x305 w rI / oQa CI 9s o N NORTH DAKOTA sr. _. 152 C SCROLLS 15?c SCROLLS 152 C SCROLLS a FERRY RD 762x457 FERRY RD 762x457 FERRY RD 762x457 z.:,:ii.„ .., ui R��e�RG R p DES OUR 762X610 DETOUR� 762X610 DETOUR 762x610 a: I r TIGARD ST. \�® • Ng P ® 5 6 �� _ l Q �1 gP —0 0 a ., �o` 1 Glo 4 KATF -I ST. Iill �\ ��� 162 C 121ST AVENUE 152 C WALNUT ST 152 c ROAD CLOSED H•Vm -- ©al 0 ® ® � CLOSED CLOSED LOCAL ¢boa r ANN ST \ s2 c TIPPITT TO ANN 152 C II6TH TO 122ND 152 c ACCESS ONLY wo ua z u i - (Date)to (Date) (Date)to (Date) ?�3� 2 ©� a <, ¢b --,---gTORM� /4 1524x762 1524x762 A��° �Y��N/�//�/i--W PAIN ONL I 1524x762 ® ;?, - ,RI0 C°Q O yg( Mount on Temporary SignikzWALNUT ' CAR: NSI _N '.T.TIG RD P�� O 08 Support Behind Type ZIIo02�t L.Lu > FO® FONER ST. .T Qii V ®ALBERTA ST p yw�� c J o 4 152 Cc WALNUT ST AT 121ST 152 C ROAD CLOSED ROAD 3o ti I 3°w \` Q / CLOSED TO CLOSED o g ll152 C (Date)to (Date) 152 C TRF N.N (Date)t ) a t o F 99W 1524x762 1524x762 1219x1219 N 1 a n 3 ,11113 J�� II • 10 11 12 gig 3 / MCDONALD TRAFFIC CONTROL 3 I f up 1 —�—' PLANS & DETAILS "-w co GAARDE sT. rr' 1.1i END W 2, o d u n... . ... ® a I I DETOUR N a' Z w © I II 1GH° Oo + -- 1219x762p PAOFF 5 N F. V 0 �^ 6 ___ 1 n �a59. ` • Y. / o� 8 �j via a Z a 1-o. d BULL MTN. RD. Expires 12/31/03 `c SHEET NO. — RECORD DRAMn7ENO 2C VIEW 2 ra NUMBER �2547 EROSION CONTROL NOTES AND LEGEND , o H ct O 2 zW cc b GENERAL NOTES: 8 g The Implementation of these Erosion Control Plans and the Construction,Maintenance,Replacement and Upgrading z CI of These Facilities are the Responsibility of the Contractor yoga Until all Construction is Completed and Approved. A o Develop a Revised Plan of the Erosion Control Facilities Shown,in 1 '"'"EN Accordance with the Requirements of Sec.00282,Supplemental n Standard Specifications. This Plan Must be Constructed in 3 � m LEGEND Conjunction With all Clearing and Grading Activities. Construct o 5 in Such a Manner as to Insure that Sediment and Sediment- laden Water does not Enter the Drainage System,Roadway,or A �� -•-•-•-•-• Fill Slope Violate Applicable Water Standards.Construct Controls in IUOJ Segments Applicable to Each Staging Phase.If Variations are a a a Cut Slope Planned During Construction,a Revised Plan must be Submitted y to the Engineer. h mT • Inlet 4¢G The Erosion Control Facilities shown in These plans are 5ua ❑• Inlet Protection the Minimum Requirements for Anticipated Site Conditions. — During the Construction Period.These Facilities Shall be Upgraded Ga 3x • Unsupported Silt Fence as Directed by the Engineer for Unexpected Storm Events ?,g1 la Aa %z Ha and to Insure that Sediment and Sediment-laden Water E3O Bio-Bag.Sediment Barrier do not Leave the Site. > TGH Technical Handbook Stabilized Construction Entrances shall be installed at o a 0 the Beginning of Construction and Maintained for the "z City of Portland and Unified zvW,z Sewerage Agency.Rev.Feb.1994 Duration of the Project.Additional Measures may be o i Required to Insure that all Paved areas are Kept Clean u m o (Detail Drawings are included with Specifications) 3ezz for the Duration of the Project. x w Q ol Construct Silt Fence at the Toe of Fill Slopes in Areas 1 .Z Where Sediment-laden Water has a Potential of Entering Waterways or Leaving the R/W. � The Contractor Shall Place Medium Grade Yard Debris Compost Mulch on Disturbed Areas as Directed by the Engineer Immediately After work in Area is Complete.and Final Grading and Finishing has been approved by the engineer.Place mulch in uniform 25 mm depth. The applied mulch shall present a smooth and even appearance p as approved by the Engineer(raking may be required).For a substitution Z im 3 of materials,upon approval of the Engineer,a sterile weed-seed-free m straw mulch may be applied at the same depth. I.-w w ,t ¢wN Ce p i Hydro-seed,mulch,and fertilize all disturbed ground not receiving m>= F hard surface at the earliest possible time. N z Z z._o Uw N, " a- Z F O O n 33x y z " a O ..a e .4Q w cc w z o w 0 7. SHEET NO. =l RECORD RDD DD RAG RIO , 2D VIEW 5 /.... 5 10 N P ROTE.0 r NUMMI == 1 EROSION CONTROL PLAN 2547 5 0 20 e e METERS /„ „ \ \_---;:‘,--- ' / ' a --r ,..---\6/- / ,-'- r- cz ,- ----- r , 1 P, ., I Ei /./ ,* ......------- ....---, ,_,..... _ , __.... ..__ .,.... . ,. go , ,,_ -co- -7, // - -- ---____ 5,.-iW, WALNLIT STREET n p CON 7 .---.J u..1 ...., 0 mm .,..-5-...---- -- -—+— - '- a 12 iii.,,....._ \, Ix tti, 'A ip,:-4,1 ,•••/ ,th ,_,--,,_ _ ______ ---- x -• ..•,••• 4-:-...,,,_:_ (y) ;1'4' ,, .-- .-- : ,,, ge of Fill F21'ri , -5-- , , 1 ,- ''' ,, i - - ;/ / ,,,' /,' / , " ,'- ..' 97 _ 97 69 .,,' ,,.." i I ' i Fl 'i ______/ ,- E \\+ , ‘, - _ 1------------------ - _I //, / ...... ------ 1) / \ 1i _ __ . •. .7. . .--..-ifor...--/-/) i - \ --ir i 4,.........•._,„_„._/..,„:„,. ./_._....,.. e... _._ ., ....._:.: ......... 2 / 1 41111111Pr C•1 ,A-1' -----c--- -77-17-T .. ' .;;'11111,-'._ : °:' ' -...,• .'...... , ;/ 0 . • • - • ri _a> o N 14111.n..-7-7-'11. '..- ' - •/.‘_:- --. — x-----x -'- __./ •,/ / _, ,,,,, cp'-.4• ,‘,..,_____',•..-- • • x_ ________x__________. ___ r , , , ---,-,-_---------------___- - _ _---- - S.W. WALNUT STREET I ._, w ui _ --- __ __________------- ——— F-Ijj L, Z oa ---- v -------- 0--- — - '.----- \ 75 nr,3 L" a- MI iVE " a <--) ..- -I li • 3 ec ci) Iii; V— ir,V -------------- i i' 111,,,//' 1st, / iMEND, a,\ 0 Const.Inlet Protection 1III '...1.' [-- .-- g \ )1 (For Details See TGH Drg...3-70 . \\..: I _.../ 1 I ® Const.Bio-Bag (For Details See TG Drg.3-3D) `--- ' l• -.'.• , I ij . , ' ' • - ' il •.. [_ J _— I 11 I Ir11 , i . __x „,,,, , r-,-.) onst.Silt Fence i ...1 ',col '.e 7_„isl / n-------7- / -;9'- ' ' \--' (For Details See T H Drg...3-2) p i '.: i a'4,'N fit, ,1 ------7 f t , For General Notes& Legend See Sht.20. ....,,,l I -T1 SHEET NO. .... RECORD DRAWM8 i 2D-2 f '..\ PAPECT NUMBER 2547 1 , ER OS ION CONTROL PLAN .: 5 0 5 10 20 o o 0 0 METERS A li-3 I x? : - /1 \ ) / '.- / La z ti ; / 10_ if 0 CO _ • .4--.........._............._ ,,-;--,i.1.---- 0 ERN , ormaiii ,-. - ME 'ill ' .,. '111111111111 ... .-r] illwffiiiratuftwinisigime N+ oI esj + E 2 z h ccs E h 1 S,--,,._ W. WALNUT STREET w..., ______I I I I I — LL,8 _J_ , v) — , -az S(00 , __,,,--i_,ZGATIm CONC.r- LU // ii I.1 ,4LLI ,, , 2- g- - 111811111111111111111----, - ffillillalrl 111115111111111. . ' .. MEW -. '' - 1 [ ,, f.v,.:,,4 , -,,. I__ • * ,n. .<..., [1 .'i 2........-. ,-`,11 ', ,, / / / IIll i rigi ,...., ,, --a\i( E 'IF, i 1 ‘,/ i L.----_rz--"----.______j--::"------____7_________Th I ,I , „ , l'Zj 0' d 11 I I !i in---------____ 0 O. .. , o o /, , „., 1) / , ............ , ' ' -{-0,",' P 0; HQ -NMI ., , Villiii\ .." ••••i,,'S / i / ', 4. P9) / i'• ` -;.„ + Co , '‘f? ; -,, 1 4'4FPI';s- 'P'-'',-J , ,.;.\ ii 4 N EirdiTiiiiP,Oldrilera=siikie- " ' _ ____ I . ,j- ''''t ,,''': k __ 35° , — ;)g., ,- CV imIainsigmesonnelMILA '-'...""""' L / ,,,, 7_-__ --__ H„..'_'60iCES(4) ..„ , , ,+ 2 mm CONC. ' / -- ' ' -/--------- 41.1! , ___ ,....... . ,40 , ________ ..w._ WALNUT STREET ! L-uLd , ss, S.W. WAtfUr,STREET , I _ 0 , _ .._._— r —_ I , ..... ,-- , TiPTir411;-- ,-' , \ z Ul ,_ ca 1-Lp uj m , ,,,,,•\„, _,,....,,_„.„- L',, "1' fa- w CSI+ .....Z,.- \ ef c.L.L.,, _. cc • , . , -.• _ * \ , , \ la /— x , #/ .. Ld, 0 Const.Inlet protection E.g I ! _,-7.05 z r --- (for Details See TGH Drg.3-7,01 .4-z -I o .....,..., / E 'CC / / /43/// ( ( ‘,---:--.., .v.;.,,,, 3 , El/ i''f2 ----- ,- ,, Const.1310-bag Sediment barrier 0 • .., , ,\J .>I-- o / /I // (for Details See TGH Drg.3-3D) < • / a '(''l ' / / L / iR / u) V)(For • TGH Drg.3-21 For General Notes& Legend See Sht.2D SHEET NO. ?. - RECORD DRAWING j 2D-3 j `,.. Vt. 2 i EROSION R O S I O N CONTROL PLAN 2547 NUMBER 5 0 5 10 20 d METERS 3 O r LJ O27423 ,<t' © _O 1 °' 3 e o ,yam - �I I �X x ---_—__ '-Q o w T L w EA o _ 1 ii1o 6 -__— _— La's-j/ \� P' "N`.` P;. : n.. i.. Tom I D a.,. o �D. _ ____/j ___.\ u / O O<I N.2°32'46"W f S. S t AVE. o�,� o 0 0 a. W, 12 �S" Ld w 71 o�3mo 1 _,-.>' __ \'-� , I,L7 Y �.. ._ 1 -.�_g• a „_ __ --73 - 3--- W 3 m�Y� ). / '� , , aI► D X X - X =N 3 12 v— 8 o gg 3' I w w a x o 1 , �,I II U>r' d�Oa o w0 u.m \ \,\ \ \cp\\ ,\ \ ---\ :l '-±-'6T., 1 ,' ,/ \ vD\\ \ 7 , f _X i�^ ° . _ t- rb ._-_- 5a u_/h �`� / ue 2' \ . I PJ/° / ~_roe ar�Ys�. r �r�m® HHH 2. t� v ° O a w 0 —\Zx000 — _ .� rcy --- CIO mz O _ _-�— 0 S>W, 121stAVE. 3 ti v� i i wl0 �MO sINSIMM slse ri��®Me ° e iMc®��m® ;' �� / :5,0gmU. X \\ \ \\ 1 © 3 V � 70 I . Z Q I - o-� \ ~ ` Oj Const Inlet protection _-.-- cv U PIt 3 \\ \ (for earns See TGH Org.3-70) -,I vi 3 O s \ m,)A ` V 1 0 Const Bio-bag Sediment--barrier '�'a N (for Details See TGH Drg.3-3D) 0 0 y Q Const.Silt Fence W (For Details See TGH Drg.3-2) For General Notes& Legend See SM.2D SHEET NO. ^` RECORD DD G3QMn/ONO ,, 2D-4 VIEW 4 PIPE DATA SHEET ..S., 2547an-„, PIPE USE/INSTALLATION CRITERIA ALTERNATE MATERIALS APPURTENANCES TERMINAL EXTENSION PIPE-ARCH TREATMENT HELICAL CORRUGATED METAL RIGID SPECIAL, MANHOLES INLETS O a L�J ALUMINUM ALUMINIZED OR GALVANIZED IRON AND STEEL PRE-CART CONCRETE CONC. TYPE 0- CIRCULAR OR ELLIPTICAL HBICAL CROSS- g LT g SIZE OF CORRUGATIONS SIZE OF CORRUGATIONS PLAIN RONF. g m 3 Z �w SECTIONAL AT=o RIVETED,WELDED OR LOCK SEAM LOCK SEAM. RIVETED,WELDED OR LOCK SEAM LOCK SEAM 0 b« Lk 5 Riveted �+ 5 2 'J" 38 x 6.5 68 x 13 75 x 25 SMOOTH WALL SPIRAL RIB 38 x 6.5 68 X 13 75 x 25 COATING SMOOTH WALL SPIRAL RIB COATING �o og: w_ REMARKS 1-p pis or Lock LENGTH DIMENSIONS � o „� � © ® ©©' 19X19 Q© 0 Q ©�� 19i9 QQm QQ ��Gs '3 a w LEI Z i SIZE IN Imml Sewn Ogg?.s : ❑ -Not For ..r PLATE PLATE € PLATE P 190 g.G I6 X 19 PLATE o PLATE PLATE O I9O O.C. 16 x 19 o N o 0 ¢Qo., �, W P E Or P a 5' %Rm a V=i L.N 20 12001150 200 E50 3W 375 450 6W AND SPAN RISE CORNEA a A 00 z 00 O g C s• Oan,.Pipe` 7.5 0 A �,,, I9 z P5 305 O.C. , •tx'AN. �,y 19 x 8 305 O.C. „ 5-n.m: >o,E S 8.g d w TKKx. Tnrcx. �L Txrcx. � Txrcx. 9-$ O w .__ .-. 1 AANI 00$ 5 3'3 s 8 a�w - A F N 5 a_P 292 0.0 A .I a 3 AS A .��.^o s a ... ZsiZE over ImM 1 (mml q .0 1 g.191.5.c. „O.C. _ EP (mml 'B .R9 i 6. i - g 9A G M Number LENGTH IN METERS (min) fml (min) ImmG o z = d s 1350 min No. 4g 3 PLATE iNNN.Imml S S ,wa,a PLATE iNKN.lmml p a 8 0 (m) (min) a RaeuRed (m7 22-3 5( _ 5,( Area Drain ' 4;9;0.8 49.4 J J - __. .1 .1.7 300 ✓ `/ Manhole o `: 14 J • 09 88 ./ ./ ./ .21 300 NI Manhole w • B03 108 .1 .1 .I Area warn CD p9',1.1 706 J J J 28 3t5 J Manhole =gP NI J 1.1 282 -__----_._-_-_ -___- - -ff*g E • .. , 08 1493 - ./ .1 • 1 J . a,.. 375 ./ Manhole z YC 02 88 J J • _ _ - - J _ _ ¢ o n,4`02 5.6 N/ J J. coma A .1 .1N _ , 2- • P'2 5 J J '6(03 640 J .1 J 13 375 J J Bypass Manhole .6 02 5.6N J J - ./ 15 250 J, 1II) 02 58 J J J (f00 ill 61 '7`03 15.6 J J - - Storm Filter e 03 308 J J - ./ .A p EBB 02 9.3 J .6 - J to,e�+ p'1 03 45 J J .1 12 250 J J W0 Manhole C'S 84 ,16 09 12 J J 'l8 22 45 J J - - - J 1.4 300 J - - Manhole y _. __- __._.__ _ _ _. _.__- J 33 450 J Manhole I A 1 08 1294___. J J - J 1.7 600 J 1500 no Manhole 1 0.4 33 .1-__J J > p , - . '020 1 05 f009 .1J _- NI 25 600.1Ban Mk 2 �2 0,5 65.8 J .t • - J 25 600.1 - Manhole A jC 3 02 !245 J.6 J Shorn Oalf0B 2�2Q O8'03 4.0 J J J 2A 3W J Manhole y p >8 18 212 ll J J J 3 y J J J 22 300 J Manhole 03 6A J J t J • '114 ,o. _. J Area Drain1 1[11 .1J Ditch Inlet _,1I2 0.9 895 ! J J J 12 03 89 ..IJ J �- Sl2 03 58 . .1 NI N/ 13 • .1li .1 1 j • �,., • ' m ,.6 0.7 338 i .1 J ! 20 300 J Manhole I-w o # S J . . J FwF W -]0'02 133 1 J J , . y k- FOOTNOTES: ORG.NOS. E.N- h •C)Design height of cover is the critical design height ❑ RD300 Pipe Backfil0Comp.B 30 Inst R'-5 Q GENERAL NOTES: used 5o select pipe materials.The height of cover Abbreviations Mr for metal ❑ R0303 Subsurface Drain 3 W Mr { Design height0 protective coatings pipe 3 S.A check(J)indicates column heading applies- - try given run pipe may vary. gn q-Type Aasphel[c0atetl ❑ R0308 Slped Ends,Metal W p Cl cover shall be measured to subgratle. C-Type C asphalt coated ❑ RD312 Sloped End Slope rete •-V1 3 a. 2.Anew pipe cuNeN installation shall be of like D=Type D asprolt coated and fully lined ❑ R0315 Paved End Slope material throughout QGrosrets.anal dimensions may vary with different qp=gsbestos protected ❑ R03i8 Safety End Section-Metal Pipe • NQ a materials.When galvanized iron or steel and U=Uncoated ❑ RD321 eatery End Section-Conc.Pipe Z.3 3.Extension of existing metal cuiveds may be Cl unlike aluminum are acceptable alternates use a separate CIM=Chevron industrial membrane ❑ R0324 Manholes-Cast-in Place,Covers alai or corrugations.For connecting tletails,see line for each type Of material. Ep=Epoxy coated ❑ R0327 Manholes Precast O Standard Org.RD354. ❑ R0330 Large Precast Manhole CO)Gross-secllonal shape of pipe normal to Iongitudinai ©Abbreviations for existing pipe materials ❑ R0333 PAanriole With Inlet 4.Dimensions shown are nominal. axis,prior to loading AB=Asbestos cement ❑ RD338 Cone..(G 8,CG Series,curb Inlet a,D inlet) • A=Pipe-Arch Al_Corrugated aluminum ❑ RD339 Condole.(Type NEE,6/1-0 510 5.All pipes shall conform to the AASHTO specificatbn R-R 9nd Co=Concrete 0 RD342 Condole.(Type CG3) applicable Mr the type of material and the diameter E=Elliptical(5%nominal elongation) PI=Plastic ❑ RD345 Siphon Box SHEET NO. at.pipe involved II Sf=competed steel ❑ RD349 Slotted Drains RECORD ((�� ((��el M allowable diameter for class 1 nonreinbrced x=other material,see remarks column ❑ RD355 slope Anchors W LS ll O W D D G?A Ng ONO 2E ^\ concrete pipe is 375 min. ❑ RD354 Coupling Band J VI Eon 2 /... .. PROJECT enema PIPE DATA S ,,' NEET 2547 PIPE USE/INSTALLATION CRITERIA ALTERNATE MATERIALS APPURTENANCES o2 z e TERMINAL HELICAL CORRUGATED METAL RIGID SPECIAL MANHOLES INLETS EXTENSION oz. H.c ffi n F, PIPE-ARCH TREATMENT ALUMINUM ALUMINIZED OR GALVANIZED IRON AND STEEL PRE-CAST CONCRETE TYPE KD g'AS CIRCULAR OR ELLIPTICAL a.. CROSS- 1111111 _ LA ffl SIZE OF CORRUGATIONS SIZE OF CORRUGATIONS PLAIN RENE B. 170 ' 2 6 4 SECTIONAL t RIVETED,WELDED OR LOCK SEAM LOCK SEAM RIVETED.YIELDED OR LOCK SEAM LOCK SEAM 1 E,,t i EimmEmErEamaimon 38 x 6.5 68 x 13 1 75 x 25 iS,K00111,9 ALL SPIRAL R1B0 0 0 'A!2.1 REM ARKS Lzi zd I-- . Ej g AS SIZE IN enrol Tag MOTH DIMENSIONS or Lock Sean 0 = eL,e,e@ 19 X 19 D.C. 16;19 I(2) i PLATE V 1,190,0.C. I65;19 E c,,H,,,,,,, cn ..",.. .comcicip Er. sPAN RISE OAN 77 "--; AS Fo7 I Core.Moe I C-)'-' TA tc ,,,,5., 355 O.C. ,,,, BM F,,, T . 1 BOA ,..„. ill AS ; P, op, RADII 1 , 0 292 OA. E'Z,Ml LENGTH IN METERS SIZE Cm/ erirM enol 51 1367rnm El i MN theR i k'F:0 ,ro 0 lm m) I z 11 200 o, :,I I'3°47.0.IIIIIIIIIIIIIIIIIIIIIIIIIIII I - II -III Isiliiiiiiiiiiiiiiiiiiiiri mm704 ll 5,,2 = t H ,n111111111111111111111111111111111111111111111111111111111111111111111 220111111111111111Manhole Manhole FR'k3k' "II il arssolliii11111111111111111111111111111111111111111111111111 ,,_: c e co co c,l ';' m.,,Ii_ A E Manhole g 511R-e (,, ,.0121131111111111111=1111.11111111=1.1111111.....11.115.5.1.111E11...=.=. MME MENNIIIIIIIIIIIIIIIIINE IMNIIIIIMMENIMINMEN MEM 0 9 1 11 111M111101111IIMMIIIIIIM=====MEN1111111111111111111711111111111=MEN 111111111111111111IMEMIIIIIIMIIIIIM=M=MMENIIIII ono AZ. 04 /1.5 ,i 54 I 110011111111 , IIII :1 1 , . '04 . 7.3 II 1111 III I 14 2:11111111111111 mm:: 11 .• >I It 'Ill <PR l§ ,3.5 4 Q'LL: RN 111111 111.111111111111111111111 1111111111111111..11111.1111111111111111111111111111111111/1111 z eirlIEMIMM1111111.1111•1111111MIIIIIIIIIIMMEMENEMENEMIMI 1111111111MIN=MINMEN MIN11111111111111•11111111111MMIIIII=111111111MEN 0) 1 11111111/11111111111111111 IIII I II I 111111111111111111111111111 i i 0.9 19.5 1•-t.u WI IT•T • LI'l f'.5 'di co 12 ,4,•T, g • FOOTNOTES: DAG.NOS. —I(V ffIC•-•t. Cr ;(-t.3 GENERAL NOTES, 0 Design height of cover is the critical design height used to select pipe ma ,,, terials The height of cover 0 RD300 Pipe Backfill/Comp.&NWT lost. • 0 Abbreviations for protectOm coatings for metal pipe 0 mg tu=za, •— ci 7, 1.A check(VI indicates column heading applies. Mr any gryen run of pipe may vary.Design height A=Type A asphalt coated , of cover shall be measured to subgrade. ' 0 RD312 Sloped Ends,Concrete '1' 0. C=Type C asphalt coated 2.Am=izzgitgoon.tsMilation shall be of Ike 0 Cross-sectional dimensions rnay vary with W eel d dtfferent D=Type D asphalt coated and fully lined 0 ROWS Paved E.Slope ' 4;h- 1 F. . INDS. Saf SeotionAteNt ety E. l Pipe <AP=Asbes prryected materials. hen galvanized iron or st an I). sto Uncoated 0 ROM Safety Encl Section-0one.Pipe 3.Extension of existing metal culverts may he of unlike aluminum are acceptable alternates use a separate CM=Chewon industrial membrane 0 RD324 Manhales-Castin Place,Covers metal or corrugations.Bar connecting details,see line for each type of material. ER=Epoxy coated 0 SDK] Manholes Precast 01 Standard Drg.RD354. 0 Cross-sectional shape of pipe normal to longitudinal ®Ammenne(er e,,,,,,e„,,, 0 ROARS Large Precast Manhole 0 RD333 Manhole With Inlet aXs,prior to loading 0 RD336 Conc.Inlets IS&CC Series,Curb Inlet IL D Inlet) 4.Dimensions shown are nominal. AB=AshesMs cement t A=Pipe-Arch R=Round Al e Crr ougated aluminm u El ROWS Conc.!.(Type M-E,IWO&B) . 5.All pipes shall conform to the AASHTO specification. applicable for the type of material and the diameter E.!Menace!(5%nominal elongati Co.Concrete 0 RD342 Conchnlets(Type CO-3) l.'. on) PI=Plastic 0 RD345 Siphon Box SHEET NO. --LI of the pipe involved 0 Minimum allowable diameter for Class I nonreinforced St=Corrugatedmaterial.sMelsee remarks column 0 RD3413 Slotted Drains 0 RD351 Slope Anchors . RECORD DRATENO , ‘ 2E-2 . \.. concrete pipe is 3Z5 mm. X=Other 0 RD354 Coupling Band I. oi.- VIEW A SUMMARY( PROJECT.1,111811 SUM M A R Y C O N T D. 21ECoRD DRAW[INc� \ 2547 ITEM UNIT QUANTITY 1 ITEM UNIT QUANTITY SUMM ARY C 0 N T D. MOBILIZATION AND TRAFFIC CONTROL (00200) BRIDGES (00500) m ITEM UNIT QUANTITY Mobilization(002101 LS ALL Retaining Wall No.1,Cast-in-Place Concrete(00596) M2 7 Temporary Protection and Direction of Traffic(00225) LS ALL Retaining Wall No.2,Precast Concrete(005961 M2 62 WATER SUPPLY SYSTEMS (01100) Temporary Signs(002251 M2 35.7 Retaining Wall No.3,Cast-in-Place Concrete(00596) M2 38 Temporary Service System(011301 LS ALL MI Temporary Sign Supports(002251 EA 4 Install 150 mm Ductile Iron Pipe(011301 M 25.0 Temporary Barricades(00225) EA 20 BASES (00600) Install 200 mm Ductile Iron Pipe(011301 M 19.5 , Temporary Plastic Drums(002251 EA 30 Cold Plane Pavement Removal(00620) M2 700 Install 300 mm Ductile Iron Pipe(011301 M 421.0 g 3 Floggers(002251 - HR 1,600 Aggregate Bose(00641) MG 11.500 Install 600 mm Ductile Iron Pipe(011301 M 262.6 > g e Erosion Control(002821 LS ALL Install 150 mm Gate Valve(Tigard Dwg.503)(01130) EA 2 w ,W Storm Drain Inlet Protection(002821 EA 15 WEARING SURFACES (00700) Install200 mm Gate Valve(Tigard Dwg.503)(01130) EA 1 11 Seeding,Fertilizing and Mulching(00282) HA 0.2 Level 2,19 mm Dense Graded HOC(007451 MG 4,200 Install 300 mm Butterfly Valve(Tigard Dwg.5041(011301 EA 4 62 Temporary Erosion Blankets(002821 M2 100 Level 2.12.5 mm Dense Graded HMAC(007451 MG 1.700 Install 600 mm Butterfly Valve(Tigard Dwg.504)(01130) EA 4 E a 1 Temporary Silt Fences(002821 Al 350 Concrete Curb and Gutter(00759) Al 1,219 -Taw 20 mm Water Service(Tigard Dwg.5201(01130) EA 33 Bio-Filter Bags(00282) EA 6 Tall Reinforced Concrete Curb and Gutter(00759) M 40 Install Fire Hydrant Assembly(Tigard Dwg.542)(01130) EA 4 z Q Gravel Construction Entrances(002821 EA 1 Concrete Driveways,Commercial(00759) M2 38 Install 50 mm Stondord Showoff(Tigard Dwg.570)(01130) EA 4 g 5,1a2 Grass Straw Mulching(00282) HA 0.2 Concrete Driveways,Residential(00759) M2 901 Install 100 mm Standard Blowoff(Tigard Dwg.570,except 2 =h Concrete Walks(007591 M2 1,525 pipe size)(01130) EA 1 3mQy "-L,�Y EXTRA WORK (00100) Reinforced Concrete Walks(007591 M2 70 Install Sampling Station(Tigard Dwg.572)(01130) EA 1 Miscellaneous Field Changes(As Authorized) AA AA Install 50 mm Combination Air&Vacuum Valve(Tigard EA 2 a l l Miscellaneous Right-of-Way Commitments(As Authorized) AA AA PERMANENT TRAFFIC CONTROL AND GUIDANCE DEVICES (00800) Dwg.5701(011301 Mono-Directional Crystal Type I Markers(00860) EA 50 Canned 600 mm to Extg.300 mm.West End(01130) LS ALL g a� ROAD WORK (00300) BI-Directional Yellow Type I Markers(008601 EA 325 Conned 150 mm to Extg.150 mm,122nd Ave.(01130) LS ALL I i w" Removal of Structures and Obstructions(00310) LS ALL Painted Permanent Pavement Striping(00861) M 970 Connect 300 mm to Extg.300 mm,East End(011301 LS ALL 6 U a„ Septic Tank and Leach Field Removal(003101 EA 1 Durable Permanent Pavement Striping(00851 or 00862) M 1,210 _Connect 600 mm to Extg.300 mm,South End(011301 LS ALL r Well Abandonment(003101 EA - 1 Permanent Pavement Markings-Arrow(00851 or 00862) EA 14 Connect 200 mm to Extg.150 mm,Tippitt PL(01130) LS ALL z¢z„ Clearing and Grubbing(003201 LS ALL Permanent Pavement Markings-Pedestrian Crosswalks& M2 55 Conned 300 mm to Extg.200 mm,North End(01130) LS ALL ' >o$o General Excavation(003301 M3 8,950 Stop Bars(00851 or 008621 P¢3a - Subgrade Stabilization(00331) M3 200 - SANITARY SEWER (01200) >a AT Subgrade Geotextile(003501 M2 10,100 PERMANENT TRAFFIC CONTROL AND ILLUMINATION SYSTEMS (00900) Install 100 mm Sanitary Sewer Pipe(012001 M 168.0 ai nO Loose Riprap,Class 50(003901 M3 6 Remove and Reinstall Existing Signs(00905) LS ALL Install 100 mm Ductile Iron Sanitary Sewer Pipe(01200) M 79.1 Perforated Tube Breakaway Sign Post(00930) EA 14 Install 200 mm Sanitary Sewer Pipe l012001 M 375.8 ,� a DRAINAGE AND SEWERS (00400) Type"G'Signs in Place(00940) M2 4.1 Install 200 mm Ductile Iron Sanitary Sewer Pipe(01200) M 1172 k-oaQ Roof Drain Connections(00445) - Al 26.0 Type'1y1"Signs in Place(00940) M2 2.8 Concrete Manholes,Standard(012001 EA 8 w w 150 mm PVC Storm Sewer Pipe(004451 Al 33.8 Type"Y1"Signs in Place(00940) M2 2.2 Foundation Stabilization(012001 M3 60 tia 250 mm Storm Sewer Pipe(00445) Al 8.6 Type"Y2"Signs in Place(009401 M2 3.3 Extend Extg.150 mm Sanitary Sewer Lateral(01200) EA 2 r a z z 250 mm Ductile Iron Storm Sewer Pipe(004451 M 74.5 Illumination System,Complete(009701 LS ALL �o�� 300 mm Storm Sewer Pipe l00445J M 180.1 Traffic Signal Installation.Complete(009901 LS ALL UNDERGROUND UTILITY SYSTEM (01300) 3 300 mm Ductile Iron Storm Sewer Pipe(004451 M 22.6 Utility Trench Excavation(01300) M3 2,400 qift 375 mm Class III Storm Sewer Pipe(004451 Al 219.9 RIGHT-OF-WAY DEVELOPMENT AND CONTROL (01000) 19 mm -0 Backfill(013001 MG 6,000 375 mm Clossl Storm Sewer Pipe(004451 Al 114.8 Topsoil(010101 M3 40 155 mm Electrical Conduit(PGE)(01300) M 1,190 j 450 mm PVC Storm Sewer Pipe(004451 M 133.9 Sod Lawn(010351 M2 200 103 mm Electrical Conduit(PGE)(01300) M 1,165 600 mm PVC Storm Sewer Pipe(004451 M 194.5 Bark Mulch(01040) M3 100 78 mm Electrical Conduit(PGE)(01300) M 60 Concrete Manhole,Standard(004701 EA. 12 Temporary Construction Fence(010501 M 500 5106-PGE Vault(01300) EA 7 3 Monument Boxes-Installed(01065) EA 4 612-PGE Vault(01300) EA 1 Concrete Water Quality Manholes(00470) EA I Single Mailbox Supports(010701 EA 3 PGE Pad Mounts(01300) EA 5 Bypass Manhole(004701 EA 1 Multiple Mailbox Supports(010701 EA - 11 Roof Service Residential Conversion(013001 EA 16 -„� a Area Drain,Type II(00470) EA 3 Wall Service Residential Conversion(01300) EA 10 uW+z -o Ditch Inlet Area Drain,Type II(00470) EA 1 Supply&Install 103 mm PVC Conduit for Verizon(01300) M 1.509 w>_ >- iT Concrete Inlets,Type CG-30(00470) EA 6 Install 53 mm PVC Conduit for AT&T Broadband(01300) M 4,355 a 8 ce 2 Concrete Inlets,Type CG-48(004701 EA 2 Install 103(or 53)mm PVC Conduit for Portland General M 980 =926 2 o Linear Storm Filter,4-Cartridge Unit w/Doors(004761 EA 1 Broadband(01300) a N z 2 Drainage Curbs(00480) M 30.0 Install 38-TA Vault for Portland General Broadband(013001 EA 3 3 a to Adjusting Manholes(00490) EA 2 3"'3 s Reconstructing Manholes(00490) EA 1 'a Adjusting Valves(004901 EA 16 SHEET NO. =` / 2F VIEW 2 ft NUMBER 2547 a a m , o DRIVEWAY CONSTRUCTION TABLE .§ Width Estimated Estimated Finish Station Type 6' Length Area Surface o s Walk from Walk (m 2) 11 - 1+877.5 Rt. A.C.Approach AC 4.4 m* 0.8 m* 4 g n C)Const.P.C.Cone.Curb and Gutter "j Ste.1+919.063 (7.11 m Lt.) N (For Details.See Tigard Drg.No.126) Coast.CG-30 Curb Inlet 1+904.5 Rt. Residential AC 9.0 m 10.1 m 106 a E Top El.71.111 LE.69.104 Out(S) z a ®Coast.P.C.Conc.Sidewalk (For Details.See USA Drg.No.180-ST) a Poop (For Details,See Tigard Drg.No.120) . o,�� 0 Sto.1+919.063 (1.52 m Rt.) �¢�ct� Coast.Standard Manhole *At or From Edge of Roadway Pavement 3 w O3 Coast.Residential Driveway- 1 Inst.250 mm Sew.Pipe- 8.6 m ' M 2 See Driveway Construction Table S=0.593 E i g m m (For Details,See Tigard Drg.No.142(To Back Of Walk)and ODOT Drg. (For Details,See USA Drg.No.010,020& 1]5-ST) r No.RD715(Behind Walk)) Construct Retaining Wall-2 �. w» i3 (See Shts.16 thru.19) fn10-.. a N ®Coast.Standard Corner Wheelchair Ramp- 2 h k M (For Details,See Tigard Drg.No.128) wmg 'za�^ ®Inst.Multiple Mailbox Support- 1 w¢�0 Extend Sidewalk to li/W o 5 Connect Existing Roof Drain 1 a6 3z (For Details.See ODOT Drg.No.RD100) To Drainage Blackout in Curb- 3 m A6 rv° ��Q~ i7 For 122nd Avenue Construction N 2 w w (See Shts.12 and 12A. o�jo ®Coast.P.C.Drainage Curb- 30 m For Intersection Details,See Sht.13). co m a vii - (For Details See ODOT Drg.No.RD700) x W�� is Sta.1+858.900(3.07 m Rt.) v,o tiC,..4 (I Inst.Type 2 Area Drain e Sta.1+869.619(1.52 m Rt.) / lip Inst.300 mm Sew.Pipe- 10.8 m 020,Cons Standard Manhole Contractor 2 Area Verify Util. Inst.300 mm Sew.Pipe- 49.4 m Crossing Depths,Notify Engineer of Any Conflicts (For Details See USA Drg.No.010, Connect to Ex7g.300 mm Conc.Culvert ( 020,and 115 ST) Rim 65.830 10 Coast.A.C.Approach LE.65.158 In(E) (For Details,See USA Orgs.220&230-ST) (For Details,See ODOT Drg.No.RD715) - - x o to N N OEo u Z os, W F2QFyLL N gD6 'ZQu33•3 m vQ . ,- Zia i 6 (- a u) SHEET NO. 3 RECORD DRARCIN O — VIEW I PLAN AND PROFILE \ 2547 5 0 5 10 20 METERS / 49 < %//��— II 1 �� oa.00e s.w w nut st. 0 / 1 / ��///. r 1/ / I D 1 I V/ ' ° o i 11/ ,,,,, oe 41, / r ��/,' row.' t 6. ti' �w J.I /'jITt : = ��% �. ,_'i,t---`-s'.- -Valli 1p � 0+011. 9 P.C. zQ r • h 6 ° `'I/ ` - c =c S, f /1 i LG l K�E l° 300 nun w -. _ V' - - ° A _... 1'1 cv o / 10.8 m - ram.,- _ _ ©1� 3 W Q __ _ �r.aicxa ; ...i -.moan- V • �— �[■�2 O•r■ p z� m / s�.. conic. —+•� 300 mm - 49.4 m ��� g gogm� --3---//--- w ---_ - - � _.._ `t _ -w - - Z W CURVERDA A. _ -Di :h o r`�. — w , J 0 16°13'41" 5" �� Q b Ditch—'�� ��®.��i, W R =350.000 m m ii 2 W L 99.131 m >a _ U(n LC N 71'56'3" d° �v l j y ' �,, R/W r i a, Q 98.801 m w s _i _ ,,,,_ It. (r) \\ $az Q oo o a I o� Q QO D,N ® d O �wm � 2zZ 72 a P 2 72 (O�N tc p� 71 i m 3�- a Profile Grade® ¢ 71 at', oc?o 0 c W's rn. �i 70 ro 70 - e IA'a Subgrode a68 °'NN m a5 mNr� , / / E ma=O N < %. Ext9.Grourd 9a �� / ro ¢ ,.. z N F p O 0 66 �12 / I // 2 66 aNzZ _im 33N.2 Q u) o 0.507% / San oM1 N3 J m 65 - 300 mm - Sew-r Lat. n 65 m i- s �/ - 108 m o tn < a tn y Q s Sto m Sew line °�,.., y 64 64 c I Exc.233 m3 1 1+800 1+850 1+900 SHEET Na RECORD DRaWoaO 3A VIEW t O.CT NUMBER PR2547 m 2 R M 1 _ DRIVEWAY CONSTRUCTION TABLE ¢ 0 Const.P.C.Conc.Curb and Gutter Width Estimated Estimated o 9 (For Details,See Tigard Drg.No.126) Finish a Station Type @ Length Area 5: t2 Inst.Brass Cap(Provided by Surface Walk from Walk (m 2) 0 Const.P.C.Conc.Sidewalk City of Tigard)in Top of "Q (For Details,See Tigard Drg.No.120) Curb for Bench mark 1+926.5 Lt. Residential Concrete 9.1 m 11.8 m 115 Fi 3 - Const.Residential Driveway- 6 Extend Sidewalk to R/W for Bus Stop 0 O3 is See Driveway Construction Table Sta.2+042 to 2+045.05 Rt. 1+932.5 Rt. Residential AC 6.0 m 8.1 m 47 oz a (For Details.See Tigard Drg.No. Sta.2+060 to 2+063.05 Lt. 142 (To Back of Walk)and $ a o ODOT Drg.No.RD715(Behind Walk)) - A m t 4 Connect Extg.Roof Drain - 3 to�.¢ Drainage Blackout in Curb or to 2+032.0 Rt. Residential AC 8.0 m 3.0 m 24 3 "w � 0 Coast.Standard Corner Wheelchair Ramp- 4 Storm Sewer as Required- 14m 3 (For Details,See Tigard Drg.No.128) 15 Construct Retaining Walla 2+033.0 Lt. Residential Concrete 9.1 m 1.9 m 15 g :1 A t g (See Sheets 16 Thru.19) Os Inst.Multiple Mailbox Support-2 a ]e Extend Sidewalk to R/W to For 121st Avenue Construction M In (For Details,See ODOT Drg.No.RD100) 2+062.5 Rt. Residential AC 4.0 m 4.0 m 16 (See Shts.9 Thru 11A. a a° For Intersection Details See Sht.14) h ra za a„ 2+071.5 Rt. Residential AC 4.0 m 3.4 m 12 >"01 wo 3a jp m ©Save Magnolia Tree.Carefully Prune qa 0g Limbs Over Sidewalk. to Abandon Well.See Section 00310.43 (e) ,� of the Project Special Provisions. o 2 b O Sta.2+000.710(1.52 in Rt.) o ti Q Coast.Standard Manhole N oz4, Inst,375 mm Sew.Pipe- 70.6 m o o Inst.300 mm Sew.Pipe- 28.2 m i Q i i (For Details,See USA Drgs.010,020& x W 115-ST) f,ji -- f 1- 0 1 W W W=, J W N w ag to w W a zNz Z J H C^4 Q N 33�+ Z �? rn vv 3 N 3 - ,_ v;a a � F co SHEET NO. q RECORD RDD DR AM UNO VIEW I ,Rao 2547PLAN AND PROFI __ LE .„: METERS 7 _____ I , - - X '\ / / 2 z000.000s. .walnut St._ 60+500.00 S. .1215t Ave. iet O 3gOS x „, ,r„ , , O Q ' 9PT �'( ax o \ — / 1, ,, ,,,,__„,„4. /(0.2, J ..., ) E fi Oro _77, :,,... ___ ,,, R ( 9 — �''='o S W. WALNUTSTREET N 80°03'27San.Sew. o, M PM!.1� S RE 0 a� , ► 375 mm -/49.3 m 1 T w to n r'1 0ui �A �- I + J N 3"WY� �Z` - W �W till -�- B 1. W W SW gmm 4 R/W u .v oo ' -jer I.LI R=3.801 m l \\a� < �I / , �� LC=N 7]°56'36"E _ i h _-____ ,�,,,ti,� mi l I 14 ( c__. I (.(„t. 4 ') / I I 1 0 1_1 , , ' { Mn----)_ VA! I r I'lhi t ,f` I I I r 61Ci c� 0 2 4 14�� 0 ��13 © © ® 2Q22 0 76 75 ZWQ� 76 3 n 75 fla e sLrl E-- m 09 Waterline "�� `^ m 73 72 72 F c /45Am V.C. �� -/536% ...z> -� w 01 r w, IL ` 71 Profile Grode @ r f 71 y a. 0 N F �(� ai O =Fu a 1— y 70 T ¢ 1.30% - San.Sew.LaL �Sv„rode 70 -.N 5 Z Z I- oa 3N cnx� mn 49.3 m _ 34 Q Q CV 0 69 �Subgrade `3n,h ` o _. 69 3 vi 3 Q CV 3 o oM N iy N Storm Sews-line -a _ Ja U) ,- 68 • o+o b�o�oo 68 to Exc.22803 67 67 2+000 SHEET NO. RECORD DD G3APn INO / 4A VIEW 2 PROMOT eA 2547 a a w .., R o = DRIVEWAY CONSTRUCTION TABLE Lg 8 0 Coast.P.C.Conc.Curb and Gutter (For Details,See Tigard Drg.No..126) Width Estimated Estimated W Finish Station Type P Length Area o 1 Surface Walk from Walk (m2) N g 0 O Coast.P.C.Conc.Sidewalk N (For Details,See Tigard Drg.No.1201 2+081.3 Lt. Residential Concrete 9.0 m 2.0 m 13 2= 0 Coast.Residential Driveway- 14 I-:',I See Driveway Construction Table 2+093.0 Rt. Residential AC 3.0 m 8.3 m 23 A (For Details,See Tigard Drg.No.142 z Q (To Back of Walkl and 0D0T Drg.No.RD715(Behind Walk)) 1i o8aE 2+101.0 Lt. Residential None 9.0 m 0.0 m 0 ^• O Sta.2+150.000(1.52 Rt.) .3 ;w g Coast.Standard Manhole 3 Inst.375 mm R.C.P.Sew.Pipe- 149.3 m 2+116.8 Lt. Residential Concrete 5.2 m 5.9 m 34 g g m Inst.250 mm D.I.Sew.Pipe- 8.6 m,S=0.58%(N) g 2 5 g w 1 Inst.250 mm D.I.Sew.Pipe- 5.6 m,S=0.89% (S) (For Details,See USA Drgs.010,020,& 155-ST) Q. 2+119.0 Rt. Residential AC 3.6 m 8.5 m 27 ,� Cs Inst.Multiple Mailbox Support- 3 Inol q Extend Sidewalk to R/Wil - G„ (For Details,See 000T Drg.No.RD100) 2+128.0 Rt. Residential None 3.6 m 0.0 m 0 ;‘tie WqP ©Evaluate Tree-4 o u Carefully Excavate Near ¢3o; Roots per Special Provision 2+136.0 Lt. Residential Concrete 5.0 m 2.0 m 10 Ah'a 00320.40(61(4) AC m° 2+143.2 Rt. Residential AC 3.6 m 6.3 m 20 67, a W>o� 2+156.8 Lt. Residential Concrete 5.0 m 2.0 m 10 o� ,,,PA Sta.2+150.000(7.11 Lt.) ~ Coast.CG-30 Curb Inlet 2+160.0 Rt. Residential AC 5.0 m 6.5 m 31 Top El.70.130 1 (110 I.E.69.000 Out(S) (For Details,See USA Drg.No.180-ST) 2+181.0 Rt. Residential None 4.0 m 0.0 m 0 -'F io Sta.2+150.000(7.11 Rt.) Const.CG-30 Curb Inlet e Top El.70.130 2+188.3 Lt. Residential Concrete. 7.2 m 2.0 m 14 E I.E.69.000 Out(N) (For Details,See USA Drg.No.180-ST) o N 2+205.7 Rt. Residential AC 8.4 m 5.6 m 43 i- ll Preserve and Protect Old Growth F w GU ILI W N Fir Tree and Major Roots.Sidewalk 1++z LL May Be Adjusted Horizontally or Vertically cc>o p N H as Directed by the Engineer. 2+208.0 Lt. Residential None 4.0 m 0.0 m 0 a 5N2 Z J O a = a '"3 N x Coco SHEET NO. 5 RECORD DD G3L^aM9INO )- VIEW 1 rNOMa �2547 ! — � I PLAN AND PROFILE 5 0 5 10 20 a. METERS a Imo' ',i ' `k.:....,,� i l w il CD r e .1 a w• '6w if 0 O-+- - '/ I N ,C / a '6-- / 3 , ----/ 1 _ / T o I N/ I... ®/ R/W ' T Q / .T C) \ 0 1/ R/W T O., p 11 -I' f7 I' ',I. e. \ 's.�.; . o N oa + ,--� - — �N i G W. WALNUT STREET g� j h ._._NQ a'"coc." �_ �• "c� san.sew. �_ w Z N 80°03f27"E T I v 7 I T w L x rz r. -, hJ --- ----�5-�- '3�-- IE 375 mm-84.0 m zW 3 W '. gES W S W �' W l m W W Jvi raA�,w yt /per pq� �."�.� � > I 1': to � (pi CI 4,441 $11 Fr I y , ° o II � - iTTL) 1 1 Ai ii I� FI4E J I f 1 I - -_O PiEER 1 I I Psi .4 PI II 4II I I o Q n s 'SI a 04 2 ZQ22 74 74 Qo�� 73 P. - 73 <3 f) Lo 72 72 0 ca 71 o 71 s r /936/ i 70 Sub2rode T - 70 F w N UJ W N o $0(m Sewer lire (I E oWWe W r LL N 0 69 — __ -�_ __ I I 60UmV.C. 69 H a 8 tt u) -- /.30 Z. _----_1�_ '- a t- to 375 mm-7¢9 r..K o 0 z O 68 z .?75 2S0 y '3495i 68 .. z Z ? o 7. m g mm 84o m P cfile Grade @ 3 Q Q o 67 San.Sew.Lat. 0__ 67 • J • N 0160001 "- 66 q CO c°0 CO CO N San.Sew Lot. _ Su.rade 66 N 65 I Exc.2302 m3 65 SHEET NO. 2+100 2+200 RECORD DG3G^QG7�MO / 5A VIEW 3 Moccor eft 2547 a a m z W 0 = 0 Const.P.C.Conc.Curb and Gutter 4, (For Details,See Tigard Drg.No.126) DRIVEWAY CONSTRUCTION TABLE . g Finish Width Estimated Estimated z ^M ®Const.P.C.Conc.Sidewalk Station Type Su @ Length Area rface (For Details.See Tigard Drg.No.120) Walk from Walk (m2) I I- ®g 0 Const.Residential Driveway- 3Sta.2+255.547(8.54 m Rt.) 2+228.6 Lt. Residential AC 5.4 m 8.9 m 51 See Driveway Construction Table Const.Standard Manhole (For Details,See Tigard Org.No.142 Connect Extg.300 mm DJ.Sim.Pipe -5 (To Back of Walk)and Inst.250 mm Sew.Pipe- 1.2 m 2+239.0 Rt. Residential AC 4.0 m 5.3 m 21 • g 6 ODOT Drg.No.RD715(Behind Walk)) (For Details See USA Drg.No.010.020& 115-ST) C @ Field Locate Extg.Tel.Line a o o Sta.2+234.000(7.11 m Lt.) <aeR To Be Relocated as Req'd 2+250.7 Lt. Residential AC 5.86 m 2.0 m 12 a Tonst.CG-30 Curb Inlet (By Others) ,.a Top El.67.388 " m W Y t' I.E.66.230 Out(S) ,, m,,_ (For Details.See USA Drg.No.180-ST) @ Sta.2+300.579(1.52 m Rt.) i Coast.Standard Manhole A n Inst.450 mm PVC Sew.Pipe- 4.5 m Sta.2+232.500 (7.11 m Rt.) S=2% 'U Const.CG-30 Curb Inlet (For Details See USA Org.No.010,020& 115-ST) 110) ir• Top El.67.388 66) LE.66.230 Out(N) v; o (For Details,See USA Drg.No.180-ST) 0 Sta.2+299.263 (5.90 m Rt.)Provide New 450 mm Connection z¢u s in Extg.Manhole On North Wall ¢'oa ©Sta.2+234.000(1.52 Rt.) of Manhole.Seal Connection w/ Wo vo Const.Bypass Manhole(Flat Top) Non-Shrinking Grout. n.3 o Inst.375 mm R.C.P.Sew.Pipe- 84.0 m New I.E.61.133 Out(N)r.la 0 li Inst.250 mm D.I.Sew.Pipe- 8.6 m,S=0.58 Cc flR Inst.250 mm D.1.Sew.Pipe- 5.8 m,S=0.89% (For Details See Sht 28) i o O Ste.2+252.838(8.405 Rt.) w a .,Q Inst.3.048 m X 0.851 m Storm Filter o Zw,�j4 Inst.250 mm D.I.Sew.Pipe- 15.6 m N (For Details See Sht.28-2) 3Qz2 Q o U ®Sta.2+264.465 (5.985 m Rt.) Connect to Extg.Storm Sew.Manhole Inst.375 mm R.C.P.Sew.Pipe- 30.8 m Inst.300 mm D.I.Sew.Pipe- 9.3 m 1111(111 LE.64.322 In(W) LE.64.769 In(SW) Q Sta.2+236.000(5.6 m Rt.) Const.Concrete Water Quality Manhole(Flat Top) f Inst.250 mm D.I.Sew.Pipe- 4.5 m,S=.978%(For Details,See USA Org.No.515,& 115-ST) y 0Inst.Multiple Mailbox Support- 1 w w Extend Sidewalk to R/W w z r 0 W N (For Details,See 0D0T Drg.No.RD100) N<o Z VI 0 r -0,.U Z N E J 01 + 3•w3N N E y~ O 3 u) U 0) 13 Field Locate Extg.Gos Line To Be Relocated as Req'd _ (By Others) SHEET NO. 6 RECOGao DRAWING _ Ieftte. eft PLAN A N D PROFILE 2547 5 0 5 10 20 METERS 0® 0 0 0 ® la I 1 I a N ..g n /3. R ' vigil i i 4 ' / / % e • • ... . . -4/( I 10 NI o. 250mm _-�-. ,„ , _,7 , ,, r - w Wr `--- 45 m la.. I __-- __-- I - F ----- I W o-,o��Luzn ococooJ �250mm m,�, �5m�0�m 450 mm l — , a�� w — w — _ 4,5 m S W. WALNUT STREET 450mm-129.4 m� W wx� �U 5.6 m 250mm-/5.6 sT _oo m — _ =--�-i _...__ �` —w sTM 525 rim __= U..) I— '''' .�E� 'cam . .. Bemm // F- �o �� r, o-- Q r R/W Y 3 m \ 11 F l N /� Il I I'I/ i' ,c(;Y:/f'''-'-'-'-' (09 I', 1 I �� Il V �1 O _ VA RfIEN710M PoU� w ill ° _ i/ _ I {1s �I _(I >�//"-"' //e '{-�M r50 mrn Qd gnu sii �' * i t11 _ * * , it:II otiQ ©005 9 3 10 11,Q 16 © �u 2Wti2 W o 4 N E O Za2Q 69 R 69 ¢o�1 40.Om V.C. c 68 ��� Pro file Grode @ -3,495% `� a 67 _ Subgrade I I a w - 67 ,n 375 2 59 I 292,-, g 66 mm=a n mm 2.906 9 66 O is,6 m ` 30G mm -93 m o 3 r234.000 3553�� 14y\ M 65 Rim 67.348 m2\ �3% _ t 65 LE.66.063 Zr,(WI m W I.E. m w w ro o 66.t 80 In(Nl \ a 7`__ :' 17,.. g O F¢- a 64 /.E.66J80 In(S) q I. I Anon yr 64 a jE.66.063 Out(E)- I -- __ 8 rr to O 7.E.66.063 Out(SE) v N - - Future Profile Grade @ rE z._2 a. = 0 m63 v I I • o "�_,,,._ 63 a-•z Z Z N 52.538 2 4 ® Rim 64.281 N ------4..�_----- 3 3= Q Q + n 62 Rim 67.189 R36.000 im 6.601� Rim 5.6.473 Extg Z00 rim Stm.Sew. I\ III"----- l E.60.984Out(El c� �' 62 3 vi a Q Q I.E.66A19 In MO LE.6.557.In(W1 I.E.66.802 In(SI "'~ s 299.2.3 Extc ManM a a N Sump54.641 ut(E) I.E. 5.100 Gut(E) I.E. 5.100 In(W) Extg525 rim Stm Sew. tti a F.L.6/.048/n V r o 61I.E.65.039 Od(E) ,._ _ _ 61 F. F.L64.322 m VI/ F.L '/. 61,211n SE 0219- - o F.L.64.23/0ot E F.L.60J97 Out 450 mm-l29.4 n 60 Exa 527 m3 60 SHEET NO. Z 2+300 RECORD DD G3AWINU J 6A PROMCT NVJIBB 2547 R � N o 0 Sta.2+430(1.52 Rt.) Const.1500 mm Standard Manhole Rim E(.61.487 Inst.450 mm PVC Sew.Pipe- 129.4 m Inst.600 mm PVC Sew.Pipe- 3.3 m (For Details See USA Drg.No.010,020,and 115-ST) � s ®Sta.2+429(4.668 Rt.) Remove&Reconstruct Extg.Standard Manhole a 5 0 Sta.2+429(4.668 Rt.) z a Rim El.61.509 08,=oo LE.60.620 In (W)(525 mm) s o o LE.60.681 In (S)(250 mm) Q = LE.59.892 Out(N)(600 mm) (For Details See USA Drg.No.010,020,and 115-ST) w n Glo <�i u W wp Zd k' a0 o"s wo uo C1"3O Aa ,g 2§ VtiQQ WW1 4 0 Q�J~ (1/110 co O LaS LU Wr Z R N >z W I- Q LL CO a 6^Z N3 z s 7 - s Q a wa z �+ u) SHEET NO. 7 RECORD DRAWING — moncr � 2547 _ PLAN AND PROFILE a 5 0 5 10 20 - < METERS / 1 Iil / I, ,/ O �1\\ I II o II N ;a oa o I €! , \ A ) 1 + V1 CR E RISER -= 360 05 i III I ♦ O ,TA �I NM q\ I g T 5 O _ __ __ ifr _. _._A OVHO PWR 0 re) STD MN M 380 mm INLET In c c --._... c c Z.c _ c_._ ... TO 7590E c LOP_58ba N z 'N =______ --Cr '1 5 W. WALNUT STREET ao E e u ¢ -� I I IIEFO T 57.540 N ' 00 g A Rm7 WZ - 450 mm -129.4 m .,I MIL BOYE 600 mm -100.9 m 5 MAIL BOX 344—_Z_to >.¢ S __I I� I 3°5 m mSTM 250 q� W x mLiti� J - .N ur w _.-. 300 mm W. ^7 I -\ •m r,+c \ __._ - -t- J 3 ._.---__ -_--. ice V__- �-'J STM'25b mm_ 1 ,f(V7M ' STM�750 mm �W —,,,� �,� - u: I'°d' W 2 _ e --" I s . II OUT FM IrE srssa 1 our °P Z W -- �� f I I rE„27t C2)W g��_ o ll I IE 58504 1 I-N hll — I a a i M M A„ • a&p w4a I — I = I za z I >o 8o as 6 // I�I i ,,....- L.:- p5 © 02,§ Uw Wti O 63 2 M 63 gll __ _ -1J79/,�62 - Future Profile Grade @ E cis 62 (11 o rii w 0.89X I 1200m V.C. � __ 60 60 -50 mm -Y29.4 m Extg.ground @ 3 Ewg.525 rom_ o `��"e�` s Storm Sewer +430.000 Q p h 59 Rim 61 7 ' 59 I- N m 1.6.59.8 IN ) w J W +� o I.E.59.8 IN I.) \ c� �\ � _ °' I¢- C 58 1.8.59.76 OUT(El _�` ��`__\ - 58 a o 0 'roposed Storm Sewer Line .6 W Cl) -5 16\ 277 �. o.r z a t- �mm?' J�o p 7 O 57 7�9'm_ 57 a=z Z 5 c 12�.Om V.C. \ ct co ` -N 3 ZZ 56 - - �.— 56 ...>1- N o —. < 0 w I- 55 55 co 2I 54 I I I I 1 54 SHEET NO. 2+400 2+500 RECORD DDG3GQNn70HO l TA VIEW 6 R2547 , n: a_ F- \ 0 Sta.2+531 (1.52 Rt.) Coast.Standard Manhole S Rim 61.56.882 Inst.600 mm PVC Sew.Pipe- 100.9 m o G = 4 2 (For Details See USA Drg.No.010,020,and 115-ST) LAI Q ®Sta.2+597(1.52 Rt.) s Coast.1500 mm Standard Manhole Rim El.53.080 ga Inst.600 mm PVC Sew.Pipe- 65.8 m 1'4 N (For Details See USA Drg.No.010.020,and 115-ST) z< " O3 Sta.2+606.845(20.988 Lt.) $ Coast.Outfall ¢�� Inst.600 mm PVC Sew.Pipe- 24.5 m m w. (For Details See Sht.28-4)gle g iogmm Q ]e VI w„ w �m w� Z6f W� Q 34 A — mF as A8 a 2',,j'2 p §,aQ N wWti O WQ1 �J~ • (I) o 0 .1..'' FF� m .-5 O I. + W z> Z W N 2, Jy° la- LL F N tio ono OmO j N u =Z i- 3w3 .4 .eu x asa gyF -, a w w SHEET NO. 8 RECORD DRAWING ING VIEW I i 1 P &2547 PLAN AND PROFILE a 5 0 5 70 20 a METERS .05 m Tmp. Canst.Easement proinoge Easement m 3 OAR / 1 41IDAR ili \ / / 1 ,7i j y/`` / FIR i } ,! 7 A5f��I( d'AR __ x __— mLM \ \ �, \ \ 350 _—, M _ w� _-- 8 73 � �� ya L _ _x L / � = B c�M_ —�OVHO W✓PEL 18 6 _ aiRG NNR/CYO w OVHR PNR/N J -. S.W. WALNUT STREET s a _ Eii aN 600 mm 65.8 m 0 v iE o�I 5paa3 w I __ Q q��o r`w 60 25o I 30o mm w w—.. N— w ------ _ — —_--_ �z -- - --- on�n--._ 3V0 mm _ SU mm w d wv o a w�g OUT 408 _ _ , 320 M \ / y NJ �_ [�56.200 51"EPS�MAIL I I IE 0<R 6 'it IN NO \ / 3 wZ riWO I l5oh \ I - \N9oo "<4 j i a iNoz, .,, ".2 1 W;+v FH e I E z¢e — m .6 3; y Z�o2 JO¢O OWWti w 2�22 59 e. i _ 59 ¢o�) 3 58 100.0m V.C. 57 ---.1-"----.: .58 � � I � " R 57 ti 56 -- ��� -—--- �4„� , 56 3 I '�� / s \ Future Profile Grade @ E ;50% c 55 60a 52 I _ __.___--�."�� / 55 r w W I- 6 0 ~ u' J W N o �9 m L.` \ 2+_97 Extq.ground @¢ =w r- LL CC L 54 2+531 \\ \` — I.E.50.600 Rim 3 0Ili(Wi - 54 �. 0 N y Rim 56.882 \\ �,._ -� I.E.50.540 Out(Al ,i— 1-N 8 CC j p 53 LE.54.45 In MO 6 \514 o 53 LE.54.38OulEJ m m \ ! 3I NaCN i - 65,\ 52 < ZQ i \\\ I 52 .;H —1 3 I � yN O 51 4 \—, i,fli ^ Outfall 1 S1 ul Lf2Y m T 2+606.845 50 24.5 m ' I.E.50.290 Out OD 50 SHEET NO. \ N 2+60o RECORD DL 1 IN© J VIEW 6 8A PROJECT IIIMPER 2547 a 0 Const.P.C.Conc.Curb and Gutter (For Details,See Tigard Drg.No.126) is Sta.0+428.005 (7.11 m Rt.) co o Const.CG-48 Curb Inlet o ®Const.P.C.Conc.Sidewalk Top El.72.683 (For Details,See Tigard Drg.No.120) I.E.71.40 Out(W) DRNEWAY CONSTRUCTION TABLE (For Details.See USA Drg.No.180-ST) Const. Residential Driveway- 8TypeFinish ini Width Estimated Estimated Station @ Length Area See Driveway Construction Table i4 Ste.0+428.005(7.11 m Lt.) Walk From Walk (m2) o (For Details,See Tigard Drg.No.142 Const.CG-48 Curb Inlet .Walk)and ODOT Drg.No. Top E1.72.683 N -w RD715(Behind Walk)) LE.71.40 Out!El 0+374.7 Rt. Residential AC 9.0 m 4.0 m 36 (For Details,See USA Drg.No.180-ST) g M ®Const.Parallel Sidewalk Ramp at, (For Details,See ODOT Drg.No.RD725) 9 For Intersection Details 0+397.5 Lt. Residential AC 6.0 m 2.0 m 12 a 3 See Sht.15 7 g O Inst.Single Mailbox Support- 2 z C Inst.Multiple Mailboxto R/W Support- 2 Extend Sidewalk 0+398.6 Rt. Residential AC 9.6 m 2.0 m 19 Extend a B g ,`a (For Details See ODOT Drg.No.RD100) s m' 0+422.0 Lt. Residential AC 4.0 m 2.0 m 8 n i 5 g o g m e Inst.Brass Cap(Provided m byCityof Tigard) Top Sta.0+358.50 (1.52 Rt.) g 0+422.0 Rt. Residential AC 5.5 m 2.0 m 11 Z ws Const.Standard Manhole of Curb for Bench Mark Qp iri Inst.300 mm Sew.Pipe- 21.2 m a s Inst.250 mm D.I.Sew.Pipe- 4.0 m t5 Extg.Gas Line to be Relocated S=0.55% (By Others) 0+440.3 Lt. Residential AC 5.6 m 2.0 m 11 w k� (For Details,See USA Drgs 010.020& 115-ST) w. 4D o a ®Sta:0+337.and (1.52 m Rt.) o uo Const.Standard Manhole 0+459.4 Rt. Residential AC 8.0 m 2.7 m 22 „3 Inst.300 mm Sew.Pipe Stubout- 1.0 m Connect Extg.Roof Drain - 1 a¢ ziInst.250 mm D.L Sew.Pipe- 6.4 m to Drainage Blackout in Curb A¢p S=0.55 % or to Storm Sewer as Required- 9 m, (For Details,See USA Drgs.010,020 & 115-ST) 0+462.7 Lt. Residential AC 9.1 m 3.7 m 37 o�z 0 Sta.0+337.298(4.90 m Lt.) S Q ti Const.Area Drain Type II gl q Top El.73.90 a I.E.73.035 Out(E) Q°3 i J�Q (For Details,See USA Drgs.220&230-ST) a 0 Sta.0+357.500 l5.3 m Rt.) �� it Const.Ditch Inlet Grate Baseof Grate 73.06 I.E.72.47 Out(W) (For Details,See USA Drgs.250&260) ©Sta.0+428.005(1.52 m Rt.) o Const.Standard Manhole x Inst.300 mm D.I.Sim.Pipe- 69.5 m - o Inst.250 mm D.1.Stm.Pipe- 8.6 m y S=1.16% 1-w w w Inst.250 mm Stm.Pipe-5.6 m tii Za ~O7 S=1.79% F o Z LI Z (For Details.See USA Drgs.010,020& 115-ST) ya8 Z > i .-I-z O Q zD3 0 U) 33. R r E 3"`a N 3 Z w yQ O N � U o SHEET NO. 9 RECORD DRAWING - VIEW 1 / \ PLAN AND PROFILE ' -- DN2547 5 0 5 10 20 METERS a ig a 18 4 1 2 5 3 3 14 19 3 5 3 N ) .--1-- _4 ) I 0+027 423 Q X - - (I-'.)0+352.830 S.W.12Ist AVE.�= 4,1 x 1 �� '"� 0+000.000 S.W.TIPPITT PL. h ;; 1 L _I, �i� _1 NZ x >3 t 4: & 1----1 ,, IF ,r03 c2 0 1 , D 1 4 II // (14^1 —1 , T R/w �j T r— Q om. N� �x II /' v1 '.D,, .p .,.p ..p./f .. PD D` ,p,l D .p, p� p� A � D 11#- . / II - - .. .. .Z L'-' 3 c N ` g S.W. 1 >ST A VENUES ���% 1�. P .c g A g m m I N 2°32'4r I • I I ( I L I I o • — U 4 ae .,-+, 300 mm • ——— 0f mm �2...OL 7 + _ 75 m. =ZO,C._RL 1- z• _""'Y„"' 7A alp 00 _2t.i m__d. �r250 m�V >a u � 6-, yy W 5.6 mI W 7 W al 6 Al II =. 0 r. X L Centerline ;o�a I \ \ t 1 �' I Curve Data m„%o. — / 1 ' )k-— / I 0` 11°34'50" Aa g ' mh l l 1 R=350.000 m C 1 y ----- --- LC=N 3°14'39"E `� j 70.621 m i z - I \ 1 iIl \6 00=0 �I } o2Qti °' 78 Q u 0 3 05 0s 0 12 13 Q 0 0 0 I 78 iwQQ � 2 77 UI 7 q) c o o�o O QQ OQ^NN ��,0, 5 75 3 M�4i44i4i Mg In aWWW u,woocM E3 mM ONcgo„c.,tt� O 74 ',! I I 8 8 8 m r, 0 74 00 W w w w + 0 50Am V.O. v�WWwW 1 73 .=>z C Z Q a` 73 101 2.0607. 1 y w ICI Say.Sew._at o n 0500% z vv,o a' F O 72 /54 i Profile Grade @ 0 1 I 72 Q N z Z d1 300 mm r272m -1L 1.46% II 0 3 [Z ^ M 300 Min 69—m __ a O Son.Sew Lot. Slbgrode 71 3 vi;5 § - 0 71 //F Son.Sew.L . 034% `�a a ai Q s Storm Sewer Line N m 70 _ 375 nm -70.6 m 70 0 69 Ex0.1310 a.. 69 SHEET NO. 0+400 RECORD DRAWING 9A Z l ��Ew z ft R 2547 a a ow - DRIVEWAY CONSTRUCTION TABLE Coast.P.C.Conc.Curb aod Gutter Width Estimated Estimated (For Details,See Tigard Drg.No.126) Finish Station Type @ Length Area O2 Const.P.C.Cones Sidewalk Surface Walk From Walk On 2) o (For Details..See Tigard Drg.No.120) =' O Const.Residential or Commercial Driveway- 6 0+547.0 Rt. Residential AC 6.0 m 2.0 m I1 See Driveway Construction Table =1 (For Details,See Tigard Drg.Na.142 i9 (To Back of Walk)and ODOT Drg.No. 0+556.8 Lt. Commercial AC 7.3 m 5.8 m 42 a RD715(Behind Walk)) ..8 O Conest.Standard Corner Wheelchair Ramp- 4 zQ (For Details,See Tigard Drg.No.128) 0+567.5 Lt. Residential AC 5.7 m 2.5 m 8 N'mppo 4 0,,o O Inst.Multiple Mailbox Support- 2 r Extend Sidewalk to R/W mx -> (For Details,See ODOT Drg.No.RD100) 0+576.0 Rt. Residential AC 6.0 m 4.0 m 39 3 di ©Sto.0+527.000(1.52 Rt.) go-Am Const.Standard Manhole Inst.150 mm Sew.Pipe- 33.8 m 0+595.0 Lt. Residential AC 9.0 m 5.5 m 33 S.0.80 WU i '?: F (For Details,See USA Drgs 010,020,& 155-ST) ap 0+596.3 Rt. Residential AC 6.0 m 2.2 m 13 7¢a= �� 'From R/W,Use Tigard Drg.No.142 to R/W. A¢m <t52ti n Wo a ' For S.W.Walnut St.Construction d (See Shts.3 Thru 6A z¢QQ For Intersection Details See Sht.14) 14 Qa i2 Conot.DrivewayExtension for Turnaround (For Details,See Sht.2B-3 and ODOT Dwg.No.RD715) 13 4(1.e4 m Rt.)(See Sht.ht.t.4,Note 9) 0 s k o o F ILI N m5 V ~ Nz 0 cv s = cn 33� N § v'a Z N x ui a U il SHEET Na. 10 RECORD DRAWING INN J— VIEW l \ ellonscr NUMBER P L A N AND P R O F I L E 5 0 5 I i r METERS a s \ \._ \ < -4 \ - , 0 ,r) 0 0 e\\ _ .440),(..)\ ,, /6 0111 I / -X �X 7 ti .A , _ OCO e �� ram' , I O 8Sin v _ L snNzoo—i __iC—� __ _O z O D �� t Ava.� —•tSSOc6.CS ,i00.0i0 S.W.Walnut St. �J z N 9°02'04"E W _��� M L., ,� o Z W p.¢ S o '��� — V S.. 121ST A VENUE, I -J mw � tiw v_m-_JoS� �j on ,=28.z w w m w j W " �� Z .J mac ^' N\ �I. D ,D:. D D� D D D "D D .,D®;;°` ^'• .'v Q _ ,,\R Nellik.,,_________ ______ — M VP [1 cLI � �� A 3mq° .t `- to\3z�\ 1 . W F 1 1 . � " CO 14 m\ � jCenterline A¢ n$m Curve Data 4 =11°34'50" z m—t \\ i000 R=350.000 m 1 j o ti Q Q C = .74 3°11 m 0 ® ®© Q g e LC=N 9"E N 70.621 m =Q2z 75 75 kl q > 74 oan R 74 qii„ u ^ M 73 05002 -/500% N. 73 a c ::: Extg. ae�°�_Utilitti72 TT\ I I i eL- Tren h s ` I( 70Am V.C.y71 Ext. Ext. Profile Grade ¢ 71 N CO a as o 'ater s 0.340 _ O 0.44I _— ( c J E 70 y>z 0 W Q - 1"in----—_ 300 mm 282 m I�._- E i 37¢wm -7 ''. o > owoco om I-, a Q N 43 R,00 =�,N o N 0 69 oO3�'n � 4i 4i -- - `'3sz� 69 6^ aa a a r +o;titi 3N3 Z N 68 ~e v ti N b +556.987 —__� 68 a a co Q s �o< - �Extg on Monhoie _20p m T F 67 c000,00 ooQ F.L.6A.918A —w_ 67 to 'RI::b N h.L.68J.95t1 .`. _ --__ Subg de T.n N 5 66 - Exc.1017 m3 '�'— 66 SHEET N0. =\ 0+500 0+600 RECORDDNA WARM 10A VIEW 3 PROTECT NUM 25 47BER d o DRIVEWAY CONSTRUCTION TABLE O Coast.P.C.Conc.Curb and Gutter (For Details,See Tigard Drg.No.126) - Width Estimated Estimated Finish Station Type @ Length Area 6'a O2 Const.P.C.Conc.Sidewalk Surface Walk From Walk (m 2) r (For Details,See Tigard Drg.No.120) o O Conest.Residential Driveway- 3 0+621.8 Rt. Residential AC 4.0 m 2.2 m 8 El u, s 5 .See Driveway Construction Table 3 (For Details,See Tigard Drg.No.142 0+628.0 Lt. Residential AC 9.0 m 2.0 m 8 (To Back of Walk)and ODOT Drg.No. o N RD715 (Behind Walk)) )ate Q 0+648.7 Rt. Residential AC 5.4 m 3.1 m 17 z a Foo a o00o Inst.Single Mailbox Support- 1 �Yx Extend Sidewalk to R/W 1 (For Details See 0D0T Drg.No.RD1001 a G ��m i o E w w ©Sta.0+636.500(7.11 m Rt.) Canal.TopEl.CG-67.43022 Curb Inlet 1 w I.E.66.21 Out(W) a a (For Details,See USA Dig.No.180-ST) zaao 7V U' . AN 3; a. On as — 10 Sta.0+639.0(6.0 Lt.) o�Q,° Inst.300 mm D.I.Sew Pipe- 13.3 m °a w,Q Poly-Wrap Stm.Pipe 0.305 m on Both - N W4.. Sides of Crossing w/Extg.Gas Line :gill Connect to Extg.Catch Basin ° I.E.66.15 In(El 2�2Q (3:11) ,.. Qo�� f F W 1- W i W ZF Z F Q > Z N i vn V Z N� Ma 5 ' Zvi vi< V CC; z SHEET NO. 11 RECORD DRAWING VIEW 1 / 0 © 0 0 PLAN AND PROFILE 1 — 0.2547° 5 0 5 70 20 d METERS a a Qo'-) + o mI i —I \-:', * x 1,____J(' CD -2) ,--(" + moAmTH®° \ __ o O IA � _-,— __ S7M 300 Iry - STM 300 on, 8 ti _ ® S;W 121ST A VrNUE _ W w �gt wz_ / iiI - I - I TN 9°02'04"E i I o J 300 mm Rio W= 13.3 m gib ----- ^T s H. \ \ ...... ._V 1 / } N si moos Ilr R/W I A\ ...h. i A * ti flL ¢ � �y�`, 1 \ Z 0 lrQ s—' lizb'gn I \\\\ l L \ d _ \ \ — ')')), ) _____-- >a 0,,,I, UZ Q 0 2 -411 70 e CO 70 yoga 6 UW Q U g.2 .z es 0rt s 2��� ss c02QU' � W V' N 2 S w 3 sa -5.392 n c2oo .N , 69 6 W W w 67 Subgrade I I ,'�� cy' 67 3 Profile Grade @ "�l�„I,I, Extg.30J mm- 66 sir -_ _ Storm Sewer 66 F w w w 0 m I..,.,gb,>9x // Extg.Groulnd @�' Ln u+M = n ° 65 1— 65 y>z 0 w 0 �-Nz a 32Dm VD: oo ----� 64 a o to 0 300 mm - 13.3m co �'� �� 33NQ c S 63 eu 0.45% - 8 _ 63 3 w 3 QJ Q -639.2°0 Extg Intel_� S ck _` `�a d EJj N F.L64792 N -. W 3 FL66122 E 62 62 _ 0 '-+687.569 Extg Manhole I 61 _._.._.__ Exo.200 m3 I FL.63.072 161 -� 0+700 RECORD G°3DD DD G3AWI�nIC J SHEET NO. VIEW 1 PROJECT2547 a a a 1 a z 3 z g g 3 ft 8. z d 0 Const.P.C.Conc.Curb and Gutter s (For Details,See Tigard Drg.No.1261 DRIVEWAY CONSTRUCTION TABLE Q 3 "wtg Finish Width Estimated Estimated 3 ®Const.P.C.Conc.Sidewalk Station Type @ Length Area a g M (For Details,See Tigard Drg.No.1201 Surface R/W from R/W !m al h: s0 015.2 AC 6.1 m 15.8 m 80 IN1w O Const.Private Driveway - 1 + Residential Ca ay See Driveway Construction Table (For Details,See Tigard Drg.Na.142 and * w m ODOT Drg.No.RD715) At or from Bock of Wolk z¢z= >ou6w„3. O4 Inst.Multiple Mailbox Support- 1 ?¢„' (For Details,See°DOT Drg.No.R01001 sO For S.W.Walnut Street Construction oti2ti (See Shts.3 Thru 6A. N a Q For Intersection Details See Sht.131. w la22 x w c� ©Construct Retaining Walls Q o ' (See Shts.16 Thru.191 (,:til Y o o I co W � 1- cc ca O W Z,2 W c =W+W F C — HaoJ > o -t a LL a=z a ca c 3. N Z W O F (ii�3 z G 4 x a 5zm 0. N 3 (0 SHEET NO. 12 RECORD DD QQG70NO — VIEW I I . PLAN AND PROFILE 2547 5 0 5 10 20 \ \-5„3:3:\IR d METERS VAV � a .Amon m 3 � \'v , �\ �� r �y�� Laro°° 3 ��� 1 N vim, �� R-15.00 il 5 a r \\ \o0jj SW. A 1 1 N 9°01'47"E 1 1 v�000 1116�_`„ � it! 30.480 m \ ,v � / =16.612m �p 400 It . . \ \ \ ®o o ro A LC=N 6°35'03"W ,�-'-^^^ ¢N \\\ iA\ .� 16.407 m\ 7 w • w 0+000 S.W.122nd Avenue = 10 I 11 \ a w — 5 000 S.W.Walnut Street ,"` °'"� � \ "''r-r Q=,3, m H is o 0 0 Q,tiQQ LL 70 70 �glo w ti o o _ 2�22 69 I-i ,,. 69 74 -----_..-- --------------- ---- —.. -74 o ti 3 68 pirr 68 73 73 Gip 67 67 72 72 n �. E �D N1 0 0 4R } P 66 0 66 71 m o� 71 s R w 3 p h 65 65 70 °� 2 70 w o W O 3 Ext,Group. ® � 2292%-3.Zgp/ c�0o w z --� w o �wk li t- + 64 64 69 / 12 m V.C. 69 g a o O Q o Subgrode Profile Grace ¢ o o o /2 mo V.C. Extg.Ground ¢ z o o a o 63Idi 63 68 4 8 8 -3s28i —�� 68 s = zQ eti c Qg o '2 —�� 33NZ � o 62 62 67 2 4 t y_ 67 H a a g a. 0 y 61 PRI ATE DRI VEW A Y 61 66 S.W. 122ND AVENUE o �- 66 N 60 0+100 60 6 +000 I Exc.152 m3 I I65 =` RECORD DRaWoc� SHEET NO., 1 2 A VIEW 5 l — °°-,. INTERSECTION DETAILS 2547 2.5 0 2.5 5 10 METERS m N \. a�a N P� a s / o ¢ 0 \ g ,P.,a Retaining Wa - . 0 o m�xs • 3 /Air�6g0 OBI 3 gP,E g "3. _ (p� Retaining Wall 0,4020 CURB RETURN TABLE private '® 6g3 PCC i 0�c° Zo 14i Qa Driveway .Say430:- y /� m `"�'Cs V Vo CURB PT rL STATION OFFSET T.O.C.ELEV. CURVE DATA O �� „ © Aa Bz — WALNUT 1+891.061 PRC 6.706 Lt. 69.204 1/4.p 69.432 R 9.144 -- �-� \� Of011.460 P.C. as - _ L 13.168 '�♦ •I••� �i011a .•I ''k a A 1/2 p 69.594 ,, ar ��i�p 82°30'37" PRCd/4♦' 4 � \_ g�a,73/4 p 69.633L.C.12.059 -- 1 00: :.9. I.•„ I ' '_ 4 ogjo 122nd N24°25'44"E /T-- l /4167. 0.,11100.6, 4 �. =QiiPRC 0+014.320 4.572 Lt. 69.493 / ox o jQPCC 0+019.013Ai 4.572 Rt. 69.508COp1/4 p 69.949 6273 ._ 1 B 1/2 p 70.372 p 101°57'48" '►� 4 , 4.4 L.C.14.209 �, w 3/4 p 70.742 S58°59'15"E WALNUT In PRC 6.706 L t. 71.021 i 7+917.615 O W NOTE: Top of Curb Elevations lr.O.C)ore ` \ "w - w Z 5 Nominal Elevations Without Adjustments For .■■ ..• s z 4 w w v` Pedestrian Ramp or Driveway. - 4 •:4 4 • H>z w ¢ Q ao CI 0 in Curb Exposure Between Pedestrian —�r ®• . . • 4 •' •�• �" z �.. Romp and Private Driveway=0.127 „' ,• a N 5 Q z N S.W.WALNUT 33s w a r STREET N 3 3 y s 1+904.000 S.W.Walnut St. �0 I °' w � = 0+000.000 S.W.122nd Ave. r z ui C 0) v + SHEET NO. RECORD DD G3AWINS / 13 J C \ R . NUMBER INTERSECTION DETAILS 2547 2.5 0 2.5 5 10 - - METERS f / \ A N o a 1! . 'PC' o2_ 4.. 6:411011, 8, .... : 01 . .. wAg . • . ,,,•,,A Z CURB RETURN TABLE 3 m ice_ © ��© OA A_ . .a. (TY9�p 116111111 �A 4 Ell z....Tr. ^ r2e,� CURB PT C STATION OFFSET T.O.C.ELEV. CURVE DATA. 3 r PC 7„. WALNUT 6.706 Lt. 73.063 g 2 p � 1+985.348 �' 2' g o 1 m R 12.192 �' 1/4 A 73.045 o, .1/4A '0' rilliargill AL 15.837 o .oPC• .. 660PT' '. I . w*A 1/2 A 72.969 A 74°25'31" . 1 12 2 \ a 1 ai3/4 A 72.873 L.C.14.747 O O6 38 3 ,121st N42°50'41"E �+�,, 00g0029� , a► 25 ¢C oP PT 0+514.274 6.706 Lt. 72.795 I ��� 2 , wa ud. - PC 0+525.461 6.706 Rt. 72.566 R 12.192 01,p29 130A8 15061 13066 1306A 13055 �01A 1053 Illi 12;Ia5 �.133 �261� ?¢i s¢z51/4 A 72.668 L 22.855 73 80°03'27"E 1¢ 8 8 1/2 A 72.705 A 107'24'22" 92g�� 19a$ 93000 93006 /3009 1305 �?,5. 12950 g2�92 1212a 92669 1253 �000 L.C.19.653 I • < otiQti 3/4 A 72.681 \ 0 1`i'. 8 44 ¢ PT WALNUT 6.706 Lt. S46°14'23"E 2 12•°'01 12921 12•°'� 129A5 12•a'S1 12913 .,� 12•°'10 �� r2a00 12�2 12666 ^� 2 2+024.759 72.599 s S.WIWAL NUT/TREET/ _ Q a ,0,-, WALNUT 6.706 Rt. 73.011 • VPC. 2 3 1 i o JPT ., 1PI 1+976.811 .. 1�/+Ll 90 92 eA 93I ;. `- -3/4©. .."-� R 12.Y92 _ 2. 2• 2• 2• ' �,� o 1/4 73.033 L 21.256 '. .Q . nti \`1 C 1/2 72.995 99°53'30" 2.4. Eli 09-S ral i 5(3AZ2AB A , - :4L.C.18.664 ^ - 1q11 3/4 A 72.939 I -�� 0 _ S50°19'S6"E 14116 121st VOMIll85' '03 1 12a18 'o . PT 6.706 Rt. 72.902 _ 0+477.512 + 3/'40' PC 121st 6.706 Rt. 72.935 6 3' 2 PC" 2+000.000 S.W.Walnut St. w y 0+484.256 R 12.192 m g2 g0 g5 cn I- I-p 2' 2• = 0+500.000 S.W.121st Ave. w 1/4 72.939 L 16.883 �_ w c w, F ¢ W D 1/2 72.910 ry 2$1 2• W I-H-" Z h F L.C.15.566 �`, •PT a :oO =N 3/4 0 72.855 N40°23'16"E Q a N z F- 5 a ° WALNUT 3 w Q • o PT 2+015.312 6.706 Rt. 72.782 .A. . ,63 0 - 3 vi; ¢ 2r s NOTE: Top of Curb Elevations(i'.O.CJ ore • N �� air- w • ?i 0 Nominal Elevations Without Adjustments For r---,__� - Z CO Q Pedestrian Ramp. f,. rJ7. _ l e 1 v, ' SHEET NO. RECORD DRAWING ING / 14 VIEVI 2 INTERSECTION DETAILS 2547 I am 2.5 0 2.5 5 10 - METERS 3 l WO'E'a�___� 0+027.423S.I ~Q. 'tiles, O ~ X z©© I-15' 1 • 3 maI CURB RETURN TABLE / M •� 3 is ll/ti i g6 34 -\ go N� OI x x �e CURB PT STATION OFFSET T.O.C.ELEV. CURVE DATA I o �36 -1-5.' 2A ffl, Ir'S PC O+OI�5.850 4.877 Rt. 73.693 . ��/4!' PT El e R 9.144 / D D 1/4 0 73.693 14.363 // a%i T]$' i 9359a 93.32 15...' 5 ',00 za mg 4- a 08a A 1/2 A 73.647 A 90°00'00" ® i \ '� E�.�. wy L.C.12.932 �3c9 o N1 '1-5 73i•k1 3g5 23 13A. AQ 0 3/4 A 73.577 ---- — — --- -- —� N42°27'14"E q ));:). S. . 21ST ENJEa��a121st — PT0+366.85f 6.706 Lt. 73.504 %W 4 �0• • A• 522 "13• 15:. ZI`oo NOTE: Top of Curb Elevations(7.O.CJ are a v r6 N 2°32'46"W r:Q Q 0 m Nominal Elevations Without Adjustments For p° M (�) P wm� Pedestrian Ramp. Z. o is* 30 • A 3A62 �� g a o / zaQi / 0 o n; o X D D p l� ,47: : 1. w m 0+352.830 S.W.121st Ave. _ W w la = 0+000.000 S.W.Tippitt PI. I LU z r Fa- %>= wwa a 0 5 'I- zaa ~ I I Jwo O a a= F T. t- 3= w r 5 3 1 I y 4 Z y CI Z 2 a O C SHEET NO. RECORD DD RAWON0 l 15 J JIEW 3 NI/NIBBIt W A L L P L A N & P R O F I L E S P&2547 11 0.:p� See Data Table 5 0 5 10 ��. Y--�. Sheet 19\ _ METERS m 3 1 O R 0+008.362 End Wall ft - \\ _s 7,414 See Data Table ' Sta.1+891.367 `l 7- ,Offset a Sheet 19 19.927 Lt. ❑ _°I C �N 7 fl 0+007.145 P.Z. \ _ / CS Sta.1+891.169 \ 0 / V 3 0 Offset 18.728 Lt. i 0+000 Begin Wall � / '/� � N. ¢' Sta.1+884.510 =j —.----.....A O\ a zxr Offset 17.305 Lt. ��, c 2� \ , Wall 2 y wy 76 az LEGEND Wall 1 TOW.Top of Wall Cast steel Sl--ves or Fen.-Post.Into Pilasters. �oZti TOF=Top of Footing See 'beet 1" P,,0 BOF-Bottom of Footing 74 'o Pr-•.st Con rote ,,ti, Precas Concrete o Pilaste Pamis Fi ished Grade ZyQQ Finish.d Grade il • C7 co 9 c_19.] ' 70 III 72 t0 Im C3 01 1 I A, ., Sol opeive1��1 ■ �. ii R) 4��113 �� 69 IOW=68.8e0 70 1101C 1 im I- 3 sra.o+oo7zoo W sidewalk STRUCTURES y DnVeway Fi ished Grode /^, \l• '68.340 I I W m J W o ' Existing around , w i'- LL.R 68 w/ 68 10 y'a o a 0 a TOW Z565 TOF=6Z615 Q1 �� ,� ,pPROf m N,In z 2 z o BOF=67.319 "iasve 7 3 3 g 67 TOF=67.165 66 CII Go l a 3 ci- s a d0/-=66.86D P5 C8 See Data 9�a BnaKoP3 y-c Q N P1 01 � ' `D ` t/1 % o ", 1m Din, W7 T /es °m > p mrmea Concrere o � Pier Sh et 19 Expires 12/31/03 0 j 66 64 SHEET NO. 0+000 0+010 0+020 0+000 0+010 0+020 0+030 G�LC�0E/0 DD RA W�f�C 16 VIEW 2 WALL PLAN , PROFILES , & SECTIONS 2547. d 0- 6 m - 4 k' 5 0 5 10 305 Deep-Sleeve for 88.9x88.9 0+024.745 End Wall METERS Wood Fence Post at 1.825m D.C.Max. Station 1+950.943 Wall Control Line— Build Fence To Match Existing E Offset 9.144 LT. \ W / 0+000 Begin Wall "�i i Driveway o Station 1+933.026/ Offset 14.792 LT. I 305 600 Width Granular a Geolk >p 0+001.607 PC Place Type I Drainage Geotextile Station 1+931.962 / X I Between Weep Hole and Backfill Offset 13.628 LT/ Gj` /�./ I N #13 Bars �.J ,• 1 / 6 at 450 O.C � ��l ` -----� �i ? �"�, 50 Dia.Weep Holes o Form Wall With(5) .o. :r°' 150 'y r- #13 Bars at 450 O.C. Q o,,,. Equal Length Chords \; ° 3 0 o,� L1165 i( oLyerofGraouarBacatIl S o o z /\ i� 1°� .-G \\ Hm- .. Y� LEGEND ¢v os ✓ 0+007.733 PRC WALL 1 SECTION Op 00 — Station 1+933.82 TOW=Top of Wall Not to Scale O. 9 Offset 9.144 LT. TOE.Top of Footing Looking Ahead on Stationing a m BOP.Bottom of Footing a l& Note:All Dimensions Are In Meters Note:All Dimensions are in Millimeters Unless Noted Otherwise Unless Otherwise Noted jozo 750 Long Steel Sleeve for 50 Nominal ('Zm� 12 N Wall 3 Wall Control Line Diameter Steel Fence Posts At 3m O.C.Max. o�>o V V See ODOT Standard Drawing RD815. MI mm Fence Type CL-4R,Brawn Vinyl Clad 560 Width Granular Backfill. a o 205 Place Type I Drainage Geotextile 3 Between Weep Hole and Backfill c Architectural It) w Facing.See Notes \ N, Sheet 19 \ - - # a. �'. 13 Bars at 305 O.C. '* N o fr 75 Dla.Weep Hole At Approx. 74 ri - ". o o 0. Sidewalk Or STA.0+003 Discharge To Driveway N 3 See Detail Shee 19^o N o Drivewayx Z 3 0 0 o Existing Ground ?y , '� #13 Bars at 450 O.C. O T6W-;��.•, .� --- ^J"r 9_ �- -• -- 457 I 1 w z> uj w o E. — ., 1� ------ �_ :1 STr:.e i22- Ln s 1 r w, �'{ 1- 73 o ',. o Limits of Excavation h<3 in'N rOW=7%.840 Sidewalk/Drivewry p ° o 0.6100 B ockaut at Face of Wall \ 50 Layer of Granular Backfill j.o u_ 7 for Light Pole o o aL 1225 #13 Bars at 4500.C. a`=z 72 .° W_ TOF=72.038 3'v'`a Z a _.WM 75 Dia.Weep Hole At 5m O.C. a Slope 2% Below Sidewalk to Gutter u'ti § 3 W a uj TOF 71.681 BOF=71.733 _TOE--71-403 WALL 3 SECTION _ _- _— ._ — Not to Scale -1 a BDF=71.098 Looking Back on Stationing c �] Note:All Dimensions are In Millimeters Unless Noted Otherwise L 71 0+000 0+010 0+020 SHEET N0. RECORD DG3L^QMn9INO 17 J VIEW 3 / PPS NUMBER WALL GENERAL NOTES & DETAILS 2547 ro m I 0 #13 Bars At 305 O.C. MI / #10 Ties At150O.C. *13 VerticalInside Tieses As Shownwn N 'Sizo N �i_.....„.ipp�mmum`®' - 1 8 � #13 Bars At 450 O.C. -o g RETAINING WALL GENERAL NOTES 660 Architectural Facing za DESIGN CRITERIA, - SECTION g-8 CONCRETE MEMBERS DESIGNED BY LOAD FACTOR DESIGN. ALL CONCRETE BOTH ^ a CAST-IN-PLACE AND PRE-CAST,SHALL BE CLASS 28-37.5. 3 m w t EQUNALENT FLUID PRESSURE =5.66 kN/m 3 g8m ANGLE OF INTERNAL FRICTION=30* _ �� R g A g N m ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A615 (S-li,GRADE 60. �/ ',"' /.—f.V I_____ 1 �W THE FOLLOWING SPLICE LENGTHS SHALL BE USED UNLESS SHOWN OTHERWISE: . BAR SIZE SPLICE LENGTH Ardp ,ill grip- y w: 13 710mm �4 NO z¢ '„ 16 915mm ¢G On 19 1067mm w�°o — 22 DO NOT SPLICE LARGER BARS q¢Ne. ALL REINFORCING STEEL SIZE IS THE STANDARD SPECIFICATION DESIGNATION. OR PANELS AND PILASTERS SHALL BE HANDLED BY LIFTING DEVICES APPROVED BY THE FIFVATION ti ENGINEER.BOTH THE NATURE AND THE LOCATION OF THE LIFTING DEVICES SHALL o 8 BE APPROVED BY THE ENGINEER. WALL 3 PILASTER DETAIL UZWti MINOR ALTERATION OF PILASTER DIMENSIONS,SUBJECT TO APPROVAL OF THE 8fj d ENGINEER,WILL BE PERMITTED. R aQQ PRECAST PILASTER SHALL BE FINISHED IN ACCORDANCE WITH MANUFACTURER'S 8 o SPECIFICATIONS. FINISH TO BE DAYTON SUPERIOR FORMLINER PATTERN NO.1505ES, Existing Wall 1` MADERA FLAGSTONE OR APPROVED EQUAL.A LIGHT SANDBLAST SHALL THEN BE APPLIED. DO NOT PAINT. Existing Wall FootingIC) THE FOUNDATION DESIGN WAS MADE IN ACCORDANCE WITH GEOTECHNICAL REPORT Use Adhesive To New Back of Footing 114.02601 BY PAVEMENT SERVICES,INC. THE CONTRACTOR IS RESPONSIBLE TO DoweleEpoxyIox Existing Concrete REVIEW AND ADHERE TO THIS REPORT IN ITS ENTIRETY. s THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DRILLING l2J#13 x 610 Dowels M ANY OF THE PIERS AND BEFORE PRE-CAST PANELS ARE FABRICATED,AND SHALL CONTACT Will.111111 Expose Existing Footing WASHINGTON COUNTY IF ANY PIERS AND/OR PANELS NEED TO BE ADJUSTED. Increase New Footing 3 #13 x 610 Dowels At Thickness If Required w SUBMIT COLOR AND CAST PATTERN TO WASHINGTON COUNTY FOR APPROVAL. To Connect Newcolly �,,. ~w 0 w To Wall Place Expansion Joint Between w h To Existing Wall. New Wall And Existing Wall w w o W Z r dI c^����l" H>I- tll Existing Stairs � �� a o w co rF8 UI F - d r—�—®� j N F °z a 750 Long Steel Sleeve For 50 Nominal �... 3 = Q ? Diameter Steel Fence Posts At 3m O.C.Max. - 3 N < Q See ODOT Standard Drawing RD815, 3<3 w �+ x Fence Type CL-4R,Brown Vinyl Clad "'a w SECTION P. 3 t7 vi w WALL 3 TO EXISTING WALL CONNECTION 3 SHEET NO. /` Note:All Dimensions are in Millimeters Unless Noted Otherwise RECORD D 8 L"a^58 U$0 ,, I VIEW 4 l \ PB NUMBER WALL DETAILS 2547 a 711 762 429 330 IM Note:All Dimensions are in Millimeters Unless Noted Otherwise m 3 a ILL AM o � �k � m L 10°MAX. o o 12.7 ° � r` 4 a 1 THEORETICAL TOLERANCE THEORETICAL TOLERANCE FOR illi 1.?Q vor '! 4T1P!IU!I * FOR TANGENT ALIGNMENT SMALL DEFLECTION ANGLE 38.1 Cover TYP. 38.1 Cover TYP. OS CONSTRUCTION TOLERANCE DIAGRAMS .0 #10 Ties At 102 O.C.Full Height # ^r4Qoa 9 10 Ties At 102 O.C.Full Height 3-,R of (3)#19s Each Face (3)#19s Each Face 750 Long Steel Sleeve For 50 Nom.Dio. 127 38.1 COVER L. 33 Steel Fence Posts At 3m D.C.Max. 3 m=i� 19.1 Chamfer Each Corner 19.1 Chamfer Each Corner See ODOT Standard Drawing RD815, #16 Horizontal Bars At 305 D.C. n Fence Type CL-4R,Brown Vinyl Clad (Typical All Panels) 3 g 1 S / r#13 Vertical Bars At 305 O.C. 4 - E i_N F m TYPICAL END SECTION TYP CAL PILASTER SECTION TYPICAL ANGLE SECTION Alternate Ea.Side Of Horiz.Bars. oo MARKS ct &In MARKS 0& cs MARKS cq THROUGH El / (TYPicolAllPanelsl 701 N oz"' I I R. ae ZCWINNE w L 0 a w - .'g,s PIOPIRIIPMXWNWWIW o a 63.5 qa 3z PIER DATA TABLE >a% (meters) PRE-CAST PANEL DETAIL N Q¢IR WALL WALNUT BOTTOM TOP OF \MARK STATION STATION OFFSET OF PIER PIER 3.Om �02 NOTCH DETAIL gzQ_ PI 0+000 1+916.50 29.96 LT 64.737 68.385 ' a w��„ P2 0+003 Y+915.21 27.31 LT 64.176 68.385 \�� oti�a P3 0+006 I+973.83 24.70 LT 64.224 68.385 j//'�\ / /'i zaz= P4 0+009 1+912.52 22.05 LT 64.385 68.597 t +-B-4 • a" Q P5 0+012 1+911.78 19.16 LT 64.779 68.939 \ \ 1 _ o P6 0+015 1+911.97 16.17 LT 65.548 69.294 P7 0+018 1+913.08 13.41 LT 66.436 69.764 Crown Topp Of \_, Attach Fence Tension N.__ 11110 � P8 0+021 1+915.01 11.18 LT 67.808 70.306 Pilaster To Drain Wire To Pilaster #16 Horiz.Bars P9 0+024 1+917.56 9.72 LT 69.068 70.735 c - At 305 O.C. 10 PIO 0+027 1+920.43 9.22 LT 69.068 71.000 o I P PILASTER DATA TABLE PANEL DATA TABLE 3 750 Long Steel Sleeve For w (meters) (meters) 50 Nom.Dia.Stee!Fence Posts c3s. w TOP OF MARK HEIGHT WIDTH Wickdrain Attached To See ODOT Standard Drawing iti w oBack Of Precast Panel. S RD815,Fence Type CL-4R m w i- U) CC MARK LENGTH PILASTER Wickdrain To Extend To Brown VinylClad y. - t- W] 3.039 2.450 C1 6.720 71.457 W2 3.039 2.450 See Panel Of Tab Of Left. t-F. h h C2 7.300 71.476 W3 2.875 2.450 See Data Table At Left. Finshed j o w = C3 7.300 71.524 W4 2.694 2.450 Grade o s N C c J o C4 7.300 71.685 W5 2.520 2.450 r-.� C5 7.085 71.864 W6 2.154 2.450 ggRR . Q C7 5.532 71.968 W8 - 1.61218 2.450 [ �._ 3'�' C7 5.532 71.968 W8 1.183 2.450 I #13 Vert.Bars *+a $ C8 4.160 71.968 W9 0.918 2.450 �i I 10 305 D.C. y --\ C9 2.900 71.968 - 1.0 m Dio. 75 Nom.Diom o CIO 2.900 71.968 Concrete Pier }' `1' (1)WeepholesP ��� > Place sto Panel v (I1 Per Panel on Elastomeric Bearing Shire andoncrete Grout Solid.k to Embed ierrecostPiloster RFTAINING WALL ELEVATION SHEET N0. in v ICW 5 rr PR ,..ymmy STRIPING DETAILS LEGEND 2547 a m 3 i-e © 30o NOTES: Qo �25 m1-- �7125 mI- ..CEM'ER IN © 0 1.Locate Stop Bars 3 m Back Of The I TURN LANE —f -"THOU TRAFFIC SIDE Extended Fog Line,Edge Of Pavement or 2 Is m ro 3.m goo 300 �'_ r 200 rb Face or at Edge of Sidewalk Ramp. n O�50 SPACE Verify Sight Distance. J ecaoten ec m 4.6 m— o0 2.Locate Crosswalks Per Wheelchair Ramp E r 3 m VARIES -3 m HOF FULL WIDTH } Locations or 1.5 m Back of Extended Fogline, .gg, TO STOP B R OF TURN LANE. Edge of Pavement.or of Curb Face. ¢z, TURN LANE LINE-200 mm WHITE LINE WITH 3.Removal of Existing Striping is E M I FFT TURN/AVE MARKINGS- CROSSWAI K-SPACE TWO 300 mm WHITE LINES STOP BAR-SHALL BE THERMOPLASTIC TYPE I MONO-DIRECTIONAL WHITE CRYSTAL to s Determined Incidental n the Feld And is g Considered IncidentolWork.Striping SEE MUTCD FOR DETAILS. AS SHOWN ON PLANS. PAVEMENT MARKING MATERIAL. RAISED PAVEMENT MARKERS. Shall be Ground off as Directed 1 P by the Engineer. 4.All Pavement Marking Shall Conform z Q O O © O To The Most Current ODOT Specification o -VARIES(100 TO 700) 12 m 12 m 50 SPACE 4.5 m r50 SPACE X for Durable Permanent Pavement Striping or o��8 100 yr F--12 m 12 m,{ VARIES Permanent Pavement Striping Tape. Q'" ---4.fi mJ 3 m� 4-- m r 4.5 m m pi 1 CO CD m EDGE OF PAV7.OR CURB a. ��' VARIES f0.6 m TO 1.2 1 .�.y. 1 3 W mT + m " E THRU TRAFFIC SIDE THRU TRAFFIC SIDE TRAFFIC SIDE I t 5.Durable Permanent Pavement Striping.Shall ;� ¢*---- 1 }�00 100 SPACE 100 SPACE 10o be Installed Except Where Paint is Shown in g' i o foal so Taper Sections on Plan Sheets. � Ac TWO WAY LEFT TURN STRIPE- 100 mm YELLOW LINES 6.Paint Shall Conform the most Current ODOT a W x MEDIAN NOSE-TWO 100 mm YELLOW LINES WITH TYPE I BI-DIRECTIONAL YELLOW RAISED MEDIAN STRIPE-TWO 100 mm YELLOW LINES - FOG LINE- 100 mm YELLOW OR WHITE LINE Specification for Bead Binber Paint Copies �. o WITH TYPE I BI-DIRECTIONAL YELLOW RAISED PAVEMENT MARKERS,OUTSIDE LINE IS SOLID WITH TYPE I BI-DIRECTIONAL YELLOW RAISED AS SHOWN ON PLANS. of Specifications are Available From: ((�jp - aR PAVEMENT MARKERS. INSIDE AT 3 m/9 m PATTERN. PAVEMENT MARKERS. Operations Support Section w rP 800 Airport Rood S.E. z¢a © , Salem,Oregon 97310 >o.o! �72 m�I2 m— � 1 l503)986-3059 wy 30 C- CO CO 5 SPACES®100 QGg�3 500(IYPJ ¢fl$ ft- o�Q-1 la CENTER LINES-TWO 100 mm YELLOW LINES X Subscript For Pavement Marking. ojo " WITH TYPE I BI-DIRECTIONAL YELLOW RAISED Denotes Color.If)Yellow Or(W)White. c;caR 2 PAVEMENT MARKERS. Z i 2 Q * Lane Marking Dimension Location At¢Of Striping Unless Noted Otherwise. NOTE:All Measurements Are In Millmeters(mml � Unless Otherwise Indicated. 3 SIGNING AND STRIPING w PLANS & DETAILS W Er m ui o I->z J ICC - Nag UlW S ?�F I" 2 W J S0Pr 33y G a yr- a 3 a co Expires 12/31/02 SHEET NO. RECORD DD G1L;1Mn7IMO 20 VIEW 6 / 1 Paa r M.Pa 1 , ' SIGNING AND STRIPING PLAN 2547 5 0 5 10 20 O i METERS / \ \ / / , 71-:____ / / / / \ Li--- \� P o w ,j„, /• / ©--------72 / , Sta.1+850 X /�, 1 � ToSta.1+896 __ ""- _ ci` 'y o 0 -,. R Ox '* Po Lu LL.I co Z 011 Ig ® L �_ 0 4, MQ+ W z S.W. WALNUT STREET eea �Q� _ --Ditch J _____i"'�� alS Ditch I 1 ueirmaimum_ E g A g e,g' W+ Sta.1+850 I I Will I�� (1011. �,M *Use Paint Instead of To Sta.i+891 1 �0 1?; 1 Durable Permanent GA, 0 1 * w Ew Striping in Taper Area z s' 5 0 5 10 20 Ste.1+909 V Vp _ To Sta.1+945 METERS I Q¢ z� >Q .�1 -- Qd Nab. J --X N IIN I/ 43 ____.r , I _Y Sta.1+945 ,,� l To Sto.1+980 410 // co Ark t____ _ Lt. O ii! a.1+9� TaS a015 XN �on x O 4/pt .,. filt� p T,Sta.2+065 i co O ) fo m l _ Retaini "< 00 �® '� :o•. • � . . < N N W J ;11W 0O o�r N p ali S W. WALNUT STREET z i z i N 80°03'27"E J N Z w w V Vtn m= a. W o e (7 W N N �' Paint Permanent O Q >= Z F Q Striping StriPin9 ,. _ . .- 8 cc I— v) .� a_co p —1 0 ®�® i.�..r;; .� V O X■ 3 3 N ZZ . $ eta 11111 r ,_'-- I © il 1 lo w s Ste.1+945 MT -Ste I to,. Zv F' To Sta.1+9 s _� O 1 . To sta.2+o70 o Sta.2+lo0 0 cm LlIk co x SHEET NO. =� RECORD CCOO RD DRA NoNa J 21 VIEW I SIGNING AND STRIPING PLAN P&2547 Sto.2+100 Sta.2+100 a To Sta.2+214 _ To Sta.2+214 O 0 / L-.J / /0 - m / OLO GARAGE O 0 / �X_ w Z FF.70.950 PER - BL CGAS/ EASEMENT CBL TEL •9573 ^ FF=69.665 4TEL '-- S _ FF=70.512 TB�PWR GAS / ♦ BAS£ME✓ O O FF=67 27 4d' O O o a O N CB N 8 O E _ g W1-1-1S.S.W. 1,1 WALNUT STREET Z I 1 N 80°031'27"E I _ 10 m Z W z QI co_j - (Min.Typ. :I w= Permanent Paint cmmo m 0 Striping Striping C.)W Ni "¢El� ■ a ili /I, II m a� Nome 11! f I r— � --1�-i 11 1,' j t'1m 4S cRN *Use Paint Instead of I NE970570 1 i i� d�o Sta.2+070 Sta.2+100 Durable Permanent Sta.2+100 0/0°o To Sta.2+100 To Sta.2+214 Striping in Toper Area To Sta.2+214 OQ 33P w 'I _....— �. 0 5 10 20 _ / / �, t Sta.2+214 I / METERS �000 To Sta. / _ 2 w * DPI'/R CNL , p��p I 4TEL Q rs HQ CBI FF=65.908 �' TELPER PER /—__ �- 2Q22 A FF=677.016 CO QO�ti ,, „„ qii. , __, , , 1 Iiy.., /; \, _ , (., 7/ / , , ,.., 1 ,4 7 ,-,,,-, LL., , 0., , _—17 / __ .... 1 MED ¢ w a- ___—_.____i Z S.W, WALNUT STREET w J �- I __..... 1 N 80°03'27"E I I I g o w o m I,.= _ �-w a w M W CJ ¢w� Z • N o N N �+ao �' y F _ __ ZNF1-=O 2. oa / Z 1- BRICKn / sC-i G J Q I Xi �a CS N i II �� cyl I I I ] /// / A RETEf,7lON POND N 12 - 5 0 5 10 20 Sta.2+265 METERS SHEET ND. �\ To Sta. RECORD DG3L;WORgC� J 22 VIEW 2 / - _ PROJECT NUMBER 2547 _ ISIGNING AND STRIPING PAN 5 5,o METERS Sta.0+365 To Sto 0+in,. Sto.0+.433 t I k To to.0+402 m rx UG-E © GAS W* X PWR GBL BL p FF=T3.166 I GARAGE E18 4GQ PWRpQ \r•r TEL L 0GAS Alf o6 i --1— 2' RTELrj I 1 li--_ CBL O i g 'i 1 4f ,-.. / Al D D/. D ..,D..,D:..,.D: .p 'D4 .).}.D`.._�D:..�D:,.;::..;..f. .1. .,fr..D. ..D. ..D. .1D'. .. ',..', D._�' .' O S �/ rn Permanent D U7 striping striping So W. 121ST AVENUE o+ a I z o J M.. IJ W 3 m W C t ` : N D'. AII O V W C�i `� C • ■ I \I I \ / I ID � x h ogzmIli o IL — - <R HdH,o .\ \ * ° FF=3.521 m r I A H,S, 5 0 5 10 20 - O I 1 GAS TEL CBL rYVR T • Z4 a° METERS FF=Ts.oso (� I\I /��.. ri ceL> „ °° T 0 p Ow >o�a$t0. +360 4 PIMR EL _ To Sta.0+3 Sta.O+a]'�_7 FF-�7.s1E sfa.0+4 8 ND Q„3A To Sto.O+33 I ¢ _ �- .1 TT''' it ..__� I To Sto.0487 I jq�S __— "I *Use Paint Instead of qa„o u� 0uroble manent I ''-°°^"' o I Striping-fir Taper Area EE` �4 Sta. +511.0 I \ o z o To Sto.O+ 0.25 �_I \ w:ati \\1411 ...... wLL10A 77L--- ,iii \ I �gaawko 1'1 X---..aX D i MiliM g■ D . D .D.®®IiI®®®ll®D''i.o 1Y (:;!,,0 ,,i o o W. 121ST AVENUE m W A-_ N 9°02'04"E �— �+ i =J , i Permanent Paint Y 5 N `., Sdre.' Q Striping Striping '41 =IL `\ F w a W a X t. .,No N Q g. • �i ® x a ` HR ZN n ^ \ �.� _ it P 3 N Z r o / \ Q © a tEQ I m 0* ©W _ Q F 31ns 01 o+ s �� 0 �� ' F- +77 _._._...__... Sta.0+59 a.0+656 "a w C AG CBI Sto.(5+,��� Sto.0+566 RP-6G.oss \ -A XI To Sfa.O 566 I a SQ T9. +662 o Sto.0+65.3 T F- FF670.674 UG TEL Q Gas 1FWR to y +��� OI .� I PWR VG PWR CBL O Z !MT ER o I SHEET No. ,- RECORD DG3G^QWOMn O J 23 VIEI4 3 PA ER 2547 a e SIGN LEGEND LuP oN 3 N Install new sign(N) 0 MInstall new sign(N)on new (M)sign support zQ C , MReinstall existing sign Mon new (M)sign support iggNa 7d VE r17/71k Reinstall existing sign(N)and(M)sign support 111 i a I Install new sign(N)and reinstall(M)sign support v;�m zaa o wa ¢z mg Al=Sign Number qC xa i� ao M =Material a2� u z Q Material options are: o 4"o S=Perforated Square Break Away Steel a Zyi? SAM =Signal Arm Mount 11151 F W r„— W =, 0 W f j K t. —I a 33� 3vi (B X m SHEET N0. 24 RECORD ORAWOHO — VIEW / 1 woomor �2547 SIGN AND POST DATA TABLE m3 SIGN SIGN SIGN BORDER RADIUS ARROW SUB- COLOR 1/ SHEETING SIGN TYPE OF SUPPORT POST FOOTING REMARKS DIMENSIONS WIDTH SIZE SIGN w $\' NO. LOCATION (mml ow (mm) (mm) STRATE LEGEND N0. ¢ w TYPE 2, '- ¢ SECONDARY SIZE(mm) LENGTH LOCATION MIN. REFER TO Y x 3 U H g = SIGN M 3/ 5/DEPTH W $ W^ p >.W<c W .. H 4 W SUPPORT DWG.NO. WIDTH HEIGHT WWh g Ii% O '' g p m�0 ' '2 8 `,`n ¢', o P fmm) (mml N j¢ O G W 2 ! W W L1-W $ m 0- O u ! 0_W 2 P ti Z ..� �..Nm rc <w ow o ? `° w o a�g�'O8azW8a m> M o o.N a § W'' g 2u H ax �ti ,i >e�4'.' 4.W W ovi LENGTH �Q m m 8 El 4,_tiff ihw ? w o z a o w= w 8wFg p eluki i;�ti iW I 1+896 Lt. 762 762 1 J 51x51 3.0 Reinstall Extg SIGH on Now Post a 4$� 2 1+896 Lt. 610 152 'G' J G V SW V 2 IIIIIIIIIPost lkl0Ned for Slgn ita.2/2 Sided i 3 1+896 Lt. 610 152 'G' J G J SW J 3 4/ Post Dsta0ed for Sign oa2/2 Sided d a , 4 1+878 U. 762 914 WI' V SW V BK V 4 J Instill New Sign 4n Exlg.Poot t g o 0 2+109 Rt. 762 914 WI' V SW V BK V V 51x5I 3.7 h -,...,..."6 6 1+869 Rt. 914 914 12' J r J J 6 V 51x51 3.7 k dm' 'L 0+364 RE 914 914 'Y2' J Y V V V Reinstall Extg.Post 3 Y, 0+640 Lt. 914 914 72' V Y J J J Install New Sign on Ex/g.Post 3 B M S 2+179 Lt. 914 914 'Y2' J Y V J V 51x51 3.7 Z Q 7 0+360 Lt. 762 762 T1' V Y J BK J 7 J 51151 3.7 1+910 Lt. 762 762 51151 3.7 Reinstall Extg.Stgn an Now Post @o 7e U �m 9 1+991 Lt. 1524 305 V V CO V G J SW V 9 V 2 Mounts/Sign <o 2+010 Rt. 1524 305 V V CO V G J SW V V 2 Mounts/Sign 11Ull. we 10 0+484 Lt. 1676 305 V V V V G V SW V 10 V 2 Mounts/Sign a 0+517 Po. 1676 305 J V 'G' V 0 J SW V V P Maunis/Slgn '�D 11 2+046 Rt. 305 457 11 51,61 3,0 RolootalIExtg.Slgn an New Post Wy o in— 2+060 Lt. 305 457 51x51 3,0 Reinstall Extg.Sign on Now Poet A¢h., ?C;11 14 0+523 Rt. 610 762 14 Roinatal/fxtg.5ign and Post Q¢, 15 0+360 Lt. 762 762 15 RoinslallExtg.Slgn and Post a 457 457 a 0 2 16 0+385 Lt. 762 914 WI' J SW V BK V 16 V 51x51 3.7 0 2 W ti 0+587 Rt. 762 914 WI' V SW .V BK V V I 5141 3.7 g j o d �pM w 17 0+653 305 914 M1' J Y V BK V 17 V 57x51 1.4 . y 2Q 0+657 305 914 IT Y J BK J V 51,51 1.4 v� 54 4 0+661 305 914 TI' J Y V BK J V 51x51 1.4 3 1 (a) 3 Ill -J CO W LJ F O _>z a -,U 0 �ylo co'o a-z 0 3 N C //BK=BLACK 2/NOTE:L,C,R ARE LOCATIONS OF POSTS 3/DISTANCE FROM EDGE OF PAVEMENT, 5/SEE'TYPICAL SIGN INSTALLATION'OR o BL=BLUE FACING THE SIGN. FACE OF CURB OR GUARDRAIL, 'OBJECT MARKER INSTALLATION° 3'°N 3 Z BR=BRONN TO THE CENTERLINE OF FORTING. DETAIL FOR FOOTING N H a 3 - L=LEFT POST - Q 3 G=GREEN C=CENTER POST O=ORANGE R=RIGHT POST {FRED 4/SEE'TYPICAL SIGN ASSEMBLY'DETAIL Z all RB=RED-BLUE FOR STREET NAME SIGN BRACKET _ SN=SILVER-WHITE W=WHITE SHEET NO. Y'YELLON RECORD DD RAM INO J 25 VIEW 4 OMM S I G N I N G D E T A I L S 25� PR2547NUMBER GENERAL SIGNING NOTES, I)Contractor Shall Supply and Install all Signs.City of Tigard will not Supply or Install any Signs,Sign Materials,or Posts. 7.9 mm Golv.or d', ].MATERIALS Stainless Steel a' 2)All Signing Shall Conform to Oregon Department of Transportation's Specifications(Latest Washer r�,,z editionl and the manual on uniform traffic control devices. ,r-9.5 mm x 11.1 mm Drive Rivet co S 0 50.8 mm X 50.8 mm X 1600 mm face sign �,5 31 All Posts Shall be Perforated Tubular Posts or"Unlsirut's 7e/espar"Posts Unless Otherwise o —12 G.goN.Perforated Steel Post A �O �_ Specified. o 4)Street Name SIgns Shall 152mm Tall by 2mm Thick Flat Blade Aluminum Blanks. ill., _ with mm X 89 mm galy.Hax Head Bolt 10 75 mrm' Lockwasher,or 8 mm Corner Bolt a Lettering for 152mm Sign Blanks Shall be102mm Upper Case Series "C" Letters with 76mm Ground o - i Prefixes and Suffixes.All Lettering Shall be Centered Vertically.The Width of 152mm Street 6- 75 mm o o Name Blanks Shall Conform to the Table Below, h o 63.5 mm X 63.5 mm X 455 mm rn v t 0 ~12 Ga.goly.Perforated Steel Stiffener Post Anchor Sleeve 63.5 mm x 63.5 mm w€ 152mm Street Name Signs Shall be two Sided.Street Name Signs Shall be Mounted Utilizing Special .z Brackets to the Top of the Pole.Reflective Materials Shall be Engineering Grade.Green Background E Anchor 57.2 mm x 57.2 mm and High Intensity White Letters. o /0 1 z 572 mm X 57.2 mm X s14 mm /ojEBr/, Sign Post 50.8 mm x 50.8 mm 3 152mm BLANKS 152mm BLANKS 7 �� �12 Go.go/v.Pertorated Steel Anchor ,;, F. #OF CHARACTERS BLANK WIDTH #OF CHARACTERS BLANK WIDTH /A/\114 j� 1 (NOT INCLUD.PREFIXES (NOT INCLUD.PREFIXES All materials and workmanship shall be in '�'IA6�*`/ N' AND SUFFIXES) AND SUFFIXES) accordance with the current State of Oregon j �I�r%T/. UP TO 6 6f0 mm 12 tl 1 3 1067 mm '��� , ��oo 7 TO 9 610 mm Standard Specifications fo Highway Construction. i. . TYPICAL SIGN INSTALLATION o�,o 10 TO 11 914 mm OVER 13 1219 mm NTs ^ ¢a o 3 mWYx POST SUPPORT DETAIL �� COMMON ARRRFVIATIONS COMMON ABBREVIATIONS COMMON ABBREVIATIONS 3 0 AVE=AVENUE -LN = LANE RD =ROAD c� B c m BLVD=BOULEVARD LP =LOOP ST =STREET CIR =CIRCLE PKWY=PARKWAY TER =TERRACE CT =COURT PL =PLACE WAY =WAY ih DR =DRIVE Sign Tree o aa* L„ „ 5)Signs Shall be Installed per the Typical Sign Installation Detail Utilizing the Specified Hardware. ? 6)Contractor Shall be Responsible for Staking Sign Locations and Obtaining Utility Locates for x¢z„ Staked Sign Locations.Signs Shall be Located per the Typical Sign Location or as Shown on the 6u e Plans. MAJOR ST. w o u o 71 Posts 7- \ / A r x A Minimum of 50.8mm x 50.8mm x 3.Om Galvanized"Unistruts Telespar"or 12-Gouge - - LOCAL AND .q°'g Perforated Posts,or Approved Equivalent Shall be used Except as Shown on the Plans Sign Tree Sign Tree COLLECTOR STREETS q¢A& A 50.8mm x 50.6mm x 3.7m min.14-Gouge Galvanized"Unistrufs Telespor"or 12-Gouge ARTERIAL STREETS Perforated Posts,or Approved Equivalent Shall be Used when o Combination of CROSS INTERSECTION TEE INTERSECTION z� z Signs is 914 mm or more in Height.Sign Post is 50.8 mm Square Tubing and al,b Pik 4,---' o o Q o Must be Embedded a Minimum of 305 mm into the Base. - TYPICAL SIGN LOCATIONS 3,�ro "W w� 919 Round Metal Posts or Wood Posts Will not be Permitted. es Al`�� 11e Re 4 j B 2 4 ° a 9'k°�NIP P -" TOP U de �F ' 5 0 h HALL 4 f Set 8 �' Otne 0 _i° 3 IN N �mlirdilr51n t aNeRryets p �� i �f E'�mm COP z°oft°ne I mm n I OBJECT MARKERST �m�p.l��d �A M8� 2154 mmmr• 38 mm edVol a —30o mm�- OM-3R8pll°°t P•6 a5i9p m, 11mm 4. gab. 42. (Paid Under Signing p doll Nam Y j8 8 b&'b' lj Bid Item) °/a151d°W 2154 Rod 6 a,Ne e'40 .. w T or, j R'� l�m W z r CO o o a 1. /,j ,Jgj4 El z Q &'g'i40110. m Hao F ao P° m i—,. w o w� pp ;-- C. 9�� eA y j c.v a CI C7 Z kC 30 Z np ya 3 OBJECT MARKER INSTALLATION Saa,1oi 4I curb �,7 TYPICAL SIGN ASSEMBLY FOR NTS SHEET NO. =� RECORD, DDL G;1Mn7��JC2 J 26 VMW 5 / S I G N I N G L E G E N D 1 PROJECT N.\ '03a \` / \ 610 610 SPEED % F. 3 'STQP I 76 C SW ST 102 C � 76 c SW AVE 1 2 c 3 0 ®;' .� WALNUT 122ND\ %i M 25 25 `� OR2-1 .1 R 1-1 Sign No.2 Sign No.3 Sign No.4 Sign No.5 w,.t Sign No. 1 ' 1524 1 z e DEAD SW 121ST AVE• 1 2 503 C 127 C mIWYY END 51 N QOOg m Sign No.9 E i o m g W2-3 W14-1 w" Sign No.6 Sign No. 7 r i ADOPT' . aBUS A A wg°P �a cN 1676 STREET >A z .s 51 ------) o id SW WALN UT ST 203 C 127 C L Sign No. 14 0�2 51 "WW. Sign No.10 Sign Alo. 11 Ohs 0.0' „/ . \\ ) N , \\ Sign Notes ��\/ �� W 1-3R SPEED \\� 1 Instal!New Stiffeners.Anchors and 3 \� Bolt Assemblies on Reinstalled Posts. w ''\ /1' . 2 Return Signs and Posts that ore Removed -w - „ \ and not Reinstalled as Specified in Section 905.40 _ w 0 F__1 of the Project Special Provisions. 22.- r g u W 13-1 OR2-1 OM-3R �,a o W �i- W KPH 3 Dimensions are In mm Unless Otherwise Noted. `" '� —_� Sign No. 16 Sign No. 17 a.iiz g Z Sign No. 15 4 Signs Shown With Broken Borders are Existing Signs. 3 3' z n,B (..5x .4, N a 3 SHEET NO. . RECORD DGA' U 27 VIEW 6 ILLUMINATIONPICT PLAN Q „,--Pa 2547� "v 0: I \ `x 7P o Ft, ,, ,, a ,,\_____, __ -49,--s,____, ... !FIFO__ iir , i r I i 1 Z N 7/ ± S.W. WALNUT STREET ± A 3 0 2v _ Q 8 - // ---------- - 7:oo mrn coiNc. �'.-�►..�I/"'� zQ V //� Ditch-�- __.__ -- • Zr o0 9 I hlo _ m�� Ditch -- II /� ® 3 „¢w� Y � i I O i %L6 GptE � I �o� ]e j ' �_ w I ti�F /git / �V V•a I / W 6fil .if, COL 7G i I TEL *. O L16 n° . � , Tel •.��, I I E. 00, _ ' - N S,W, WALNUT STREET =m m ,'y� Dz �.::--�e- ---�s 1l. e. :::y.:�.`°I. .. l:. .•^ , . . :1 <P� 1:I•4 :°I ),..k. 0 ,„: WfnV.,..._ 75 mm �70 mm I II co — ROOF 0 GOR GRAM 1 ,9 ,Aa I ) / ILLUMINATION �, o �" T • PIP PLANS & DETAILS W z m + a O 1\z py�R �® o pre/. I__ __.SL Pv,R zj. g N QTEEL GAS cet � ' ii • l...., , 'F • VJIo_____ _____ IX —.—.—..__.....-......s ,,gyp\--- 3 T z ti Note: 3 N•`a 2 All Conduit Shall Include a Pull Line Per Section 00960.42 (i) For Legend and Notes,See Sht.31 �� vsa N Q Of The Specifications. - F�TNRAua�' tl~1 (See Sheet No.31 for Legend) Place Conduits in Common With 5 0 5 10 20 Expires 12/31/02 SHEET NO. See Undergroundn groun or i Other Trenching. METERS RECORD D G3 Q Mn/ a C�a 28 See Utility Plans. e VIEW 1 1 _ 1 ILLUMINATION PLAN PROJECT 5 0 5 10 20 o_ METERS `T+'' OLD GARAGE LP ...-.J FF-70.050 P'R5 B BASEMENT TEL FF=69.9T3 QGAS CBS on ~o FF=69565 4CBL _- l FELL HL l ¢ j '_` O ®L o 0512 QS TELPWR "Z8 o U ®' • p p BASE ® ® _ 63 N / OEATE N _.F,LL_._-- O O CV } PWR + o '. N l TEL N "' • D ewe.. 1: . < . • e "5�= ..—� __< „`f._'�'_'s`"• . , --- _,:: D m 1 m= S,W. WALNUT STREET _u, Nitry r I I I I I I I i i x�'�� mz m� zD m N -4��o 0 v I /I' i [I 1 1 i 1 Cs, I W I f ° �� ,�� H, i Ix k �o.s /l / za ¢a. II ° I a� r FiRNACE I i 1 l I I I ¢p a 6 0 5 1 20I I7 7 FC 3' METERS 0 -41 / / m l?)L i / A¢ryF P2R ''ClEL \(I I o O ti ®' N FWR \„,, � I - / V W w T I!, iv/ ____ N �\ / 'PalVigiln I N0 —I --. • y �. _ l --._ .- -- ._ C) 1 ql) _--S fl WL-NLI ES'If L _ - Q- 1 I- 1 I I I I- z 4 II m STM 300 mm J/ -G 0 0 0 --__.-___.__ ____ STM 525 mm ---- 03 P N - __ __ _._ O__— __ !n W c t - /�E \\ __ Ww z LO N o " 1D0 on p \TRi w z�' N F � ALL (/mil) �Sa Qo Z N 11 11 lI qa � 1�� // N P f Z F ��� j AA RETEMIgY / 3 vi i j . N II I ! a Si_IS `"a -I •5 • s�' I /)/7/\/,°//-- e�l / M �m ^ l N N 4 - - For Legend and Notes.See Sht 3] SHEET NO. RECORD DRAWIN© J 29 J VIEN 9 / ILLUMINATION PLAN 2547� 5 0 5 10 20 a METERS 1_J I 1 a D{ m 3 Itii X CAS x <GAS {'WRY ^' pI J'GAS z 64 M 7CA m 00i o I o 3 x CeL -- awRl caL� r f L 1 i reL 1 DJ 6 .1rIM Min II TEL r Lrj o J� .'D .D 1, 'Os.., Y ®®®®' ..D. D.•.D. .D.•. �$O�®..':.•.'.:.".'.��t..... D,. .D,,. D. .'0%..0%...D•.,.D..: Hm zE 2<1 S,W. 121ST AVENUE I O +ui D-aW� 0 3 g g m iokg WI 7 I �--+-� i � a I �i' x — 1 !,;: a ,,. :: 5 0 5 10 20 �;�j •¢,j00 METERS '� o 6A w0°12 o D�� us cEL" \ LP TEL vto 4 3a \'',, ❑ -----` H0 TEL - \ �\ I NI I , ,_ / Nil ' ® 1 utiQQ 1 Ei3 04 . / , _x___, , ii, ., z 4 �__—...— "8/ Qoy� D . D ..D'" D. D Imps �_t_ MN D'" D D'.D �p .D' .�, 20016E -1- —I S7M O 0 S. 121ST AVENUE I n Zk-- I I I I I ��I m 1- wm gfZrll : �. .':D'.�[D' D... D�' '�,D.�'. ..p.•.6r�..�. .. dellir-----------71 — — , Luz> gZo o - \ 1 d� �a� a � R OI --_--_ \ = FrvR o N z _O •• O 4 TEL O () I -2 ct N ~ D' LP TEL 1 3 i Z T V o I , uG CGe. I 3•w•3 o 3 PNR UG TEL Q GAS CBR H 3 J 7/ R � 1 UG EWE o ` METER N ° I o For Lege d and Notes.See Sht.31 x1 RECORD DRAWING J SHEET NO. VIEW 2 rNIMBER ILLUMINATION47 DETAILS PROJECT5 a m3 wa L EGEND: o IT 0 Retain and protect existing PGE power pole WALNUT STREET LIGHT POLE TABLE Install concrete polymer junction box,330 X 560 mm A (Approx.)size opening by 460 mm deep per PGE 5€ POLE LAMP LUMINAIRE MOUNTING specifications.See"General Notes". N0. STATION OFFSET WATTS TYPE HEIGHT NOTES 11 (M) OS Install IS)mm PVC,schedule 40,grey electrical conduit A N LP1 1+882 8.91 m Lt. 250 M-C-3 9.14 m i LP2 1+937 8.91 m Lt. 250 M-C-3 9.14 m - • , fl) Joint use traffic signal/illumination pole No.(N)(See Signal Plans) z Q LP3 2+064 8.91 m Lt. 250 M-C-3 9.14 m 0 -o o\ Arm'' LP4 2+107 8.91 m Lt. 250 M-C-3 9.14 m Instill ire with style,Horizontal ANSIRoadway °, a.Q=z Luminaire with F/atglass lens in ANSI type M-C-3 s mw�cc with a 250 Watt High Pressure Soduim Lamp. %I LP5 2+163 8.91 in Lt. 250 M-C-3 9.14 m see"Light Pole Table"and"General Notes" g g" LP6 2+213 8.91 m Lt. 250 M-C-3 9.14 m g go mm LP7 2+256 8.91 m Lt. 250 M-C-3 9.14 m • , 0, Install 9.14 M Mounting Height Fiberglass Gray (E 4 in Color Light Pole with 1.8 M Arm,Pole is Direct gp W� Burial Type.See"Light Pole Table"and"General i .'a c Notes".("N"=Pole Number). ` HN w; P ,See"Legend"omd Plans for z¢z^ ® Underground Utility j�o^ w2 ad oZ oai,. ,0E VhQ~ DESIGN VALUES 2�vW¢¢~ `" AVERAGE MAINTAIN AVERAGE/MINIMUM MAXIMUM/MINIMUM ZaQQ LOCATION FOOT CANDLES (Min.) UNIFORMITY UNIFORMITY W'R WALNUT ST. 1 .0 3 :1 8 :2 :1 121ST AVENUE LIGHT POLE TABLE 121 STAVE. 1 .0 3 :1 8 :2 :1 qIcro LAMP LUMINAIRE MOUNTING POLE STATION OFFSET HEIGHT NOTES NO. WATTS TYPE (M) LP8 0+382 8.91 m Lt. 250 M-C-3 9.14 m 3 LP9 0+434 8.91 m Rt. 250 M-C-3 9.14 m 0+562.5 8.91 m L t. 250 M-C-3 9.14 m m b1 CO 3 LP10 GENERAL NOTES: ¢wF (.0 F LP11 0+616 8.91 m Rt. 250 M-C-3 9.14 m H Q o Q W O 1.All poles,fixtures,lamps and junction boxes shall be from the F J Z "POE Approved Street Lighting Equipment"list(most current edition) .,-o C C Q n (See Special Provisions I Q U 0 Z F Q o - 2.All Sweeps for conduit runs shall be 914 mm radius,grey schedule 3 3,O Z 0 40 PVC 3 a i G G0. (W7 s 3.Insta/l Min.180 Kg tensile strength pull line In empty conduits. h a 5 S O 0 O ui d -1 J 0-'1 -J SHEET NO. RECORD DDRAPnMINO , 31 VIEW 3 R2547 ILLUMINATION DETAILS d E0 y1 'w1 "Cobrahead"style HPS Luminaire,See L 1.82 M "Light Pole Table" z Q Arm 1 and"General Notes" O mW y 3 "a Luminaire pole a Luminaire pole see"Light Pole Table" �;`_o, and General Notes"See Sht.31 �'ocx a o - R/W Line Offset Shown " = Handhole locate opposite 0.22 m On Sht. za „ direction of traffic. i Junction box located adjacent to pole Wp oo - Junction box see"General Notes" IOewol Ground line q'^m ! Curb 5 II - Cm 63 mm Conduit with 914 mm "" MI IIIM tom-- Radius sweep -� "�! 0 Direct burial Pole backfill �27 mm conduit with standard bends Z''' 27 mm Conduit from J-box into pole base— with 19 mm-0 crushed rock Backfill direct burial poles from 100 mm below hand hole to inside N O'L4 with 2 -*10 AWG and 1 - #10 Ground Wire from J-box to luminaire OF in 150 mm compacted lifts. with crushed rock junction box. ogae j =Q2Z (Coil 1 M of wire in junction box 1 ,o N for use by others) 3 SIDE VIEW SECTION A-A Itil TYPICAL LUMINAIRE POLE INSTALLATION Nrs f I J W r r W5 Lu 0 y>U z o 22Ez o i jN ct". '. a 3 v', Z 3ws 2 x J SHEET NO. 31A J RECORD DD DaalloNO — P SIGNALL PLAN A N LEGEND �2547 NUMBER Ped.F- -- i 6 A ��' �-A/ Install type special(non-standard)traffic signal mast arm pole with /-1-J A x luminaire pole extension(9.1 meter mounting ht.) Ph.6 -- I ___Pas_,.' `� �I I f— Ph.5 �_ Install(L)meter traffic signal mast arm ,,,, Phi �L I I� —* L i" Ph.2 ► --♦'' , —1 I r7III Ph.! Install(L)meter luminaire arm I? N ♦ L. -� hI I''I I yp Install 250 watt high pressure sodium luminaire,type M-S-III. i a 1 120/240 dual-volt mag-regulator ballast g i PHASES 2 & 6 PHASES 3 & 7 PHASES 4 & 8 PHASES I & 5 = e Install phase(Ph)vehicle signal with LED's L 1 & 5 permitted) (protected) (protected) ® Install phase.(Ph)pedestrian signal with LED's,pushbutton L'_.' g NORMAL PHASE ROTATION Q h and instruction deco/ w- a ,✓/7 A `, TO Install terminal cabinet Contractor Supplied W4IKS Program j �JI O 7r j , °' _ ,� 88 �/ �I (J v Pole No.3 O Ibigallservice cabinet,120 volt,for D e©mO M®O 3_6t both signal and illumination circuits M El REFERENCE FOR NEW Pole No.2 0/ �04��i in Install 120 volt meter base ,a SIGNAL HEAD LOCATIONS TO e ® A8 Install 440 mm x 265 mm x 305 mm (min.dimension) z<© 60606 pS , ` Wraal me ® precast concrete junction box B/13/2OO1)- ®6 , ,.0 � '�' A.,� O - ® prat o tst cone teXu ction�x 305 mm (mn.dimension) FilL ,,,, I Relocate head e e Remove ©QO ?i , ® �r O©me• • N m ®68 0, 6Ede R-- Install(N)No.! THWN wires (g 1,„ _ OOe®ee'' _ nsa o.! wires g®� .®O_-__'- .• ®Y $T E c� NAG I t ll fN)N G)type XHHW rfal r Im - \ 1 48e -: a6 iy - Ph Includes 3 spare wires for phase(Ph 1 os per table e 0 ©®OmO 5. ♦il a _-- OS Install(S)mm electrical conduit �Q oa Original Configuration I WALNUT I_c 5 LA o w„ W , �� _-."_ - DC Detector conduit(See Detector Plan) py Bz Pole No.1 C� -- 4� e (Pole Location Unchanged) �p6rr��0® ee �� '°N" Li ® ��_ In 50 mm conduct stub)For future use-cap ends) 5a CS stall ca z v . A¢ qo .. � - Install channel( firepre-emption detector unit N _ Ch Ch)•(N)way pr empti 2 °o tm N 4 Install channel(Oh!fir p e p on detector feeder cable h a _ . •• 84 �� 1 zp. ; I` Pole o. ch e r em t( N m N eCImOM®O OPpolepoleHQ 53 III Install photoelectric cell on (6 m -11 m above base! ° Remove ,^ ®2 N =W 2 sign Relocate head 1-CW Install conduit and wire as required by power company Q° e e ® 16 1e ®��©�® q a Remove head Pole N0.1 II, 2 AL Install aluminum (762x 914mm,type'W7 mod.") Relocate bracket 6 !� 4� 11 "LEFT TURN YEILD ON GREEN•"sign(R10-12)(Dia.grade sheeting) Original Configuration I2IIOI c Install model 170 controller in model 332 cabinet with riser Pole No.3 FF 3 Frame,Orient Front(Lowered)Door as shown.Install External ti C Modem (US Robotics,Sportster 33.6 Fax Modem.or Equal)for M (Pole Location Unchanged) II Oc Communication. ®!' RP Install remote power service post ja s R I y!�: 5 0 5 0 0 CA Thread and cap pipe tenon after relocating heads 11 \// [1' W W METEeS L =Length shown o Ph=Phase shown cc>z Z POLE DISTANCE v, A N=Number shown y. a g - NO. STATION LT/RT SIGNAL & 1� G=AWG size shown ,-r' 0. 1 'ws'1+984.02 13.14 m RT DETECTOR PLANS N- ~ N S=Size shown JN6 Q 2 'ws'1+990.61 11.42 m LT V 1 r Ph.6 Ch=Channel shown a NI N Z 3 'ws'2+018.08 12.65 m LT Ph.5 / / Ph.1 8=Adjustable signal bracket 3 N 0 0 4 'ws'2+009.76 11.62 m RT e Sr o„o Ph.? ► / 1' (Install 25mm smooth hole in lieu of tenon) 3 vl 3 (� o 04° ua k ► �, �T __J �► E =Elevator plumbizer h a ► M m 2 =305 mm R.305 mm Y.305 mm G 3 PS See Underground Utility Plans for Conduit ` it O To The Nearest Underground Vault For " `•"� ♦ 3 =305 mm RLTA,305 mm YLTA,305 mm GLTA 4' �� ,,n,.� 305mm R IL o Power As Re d.Instoll to the t,Juestion 'aFF � CHANNEL A CHANNEL B CHANNEL C CHANNEL D Boxes and Conductors the Nearest Telephone o` 4=305 mm YLTA 305mm Y Vault W/Riser for Communication as Req'd. c �'$ PRE—EMPTION OPERATION 305mm G GLTA 305mm G SHEET NO. EM12/3rro3 RECORD DQN/IWNINC 32 VIEW I DETECTORr NUMBER PLAN o PROJECT 2547 NumSer Phase Function Slot E 0- ooc 1 - 2 E,C,C0—I2U 'm 3 2 2 —E,C.CO—I2L _ a m 3 5 E.C,CO —J1U E 13 5 — E,C —J9U lV s o s is zo 00 .. 5I METERS ® li"�6 4 —E.C.CO —I6U ■ 8 IS 4 — E,C. —76L /Controller '', .�I o )' 9 7 —E,C,CO —J5U Cabinet I�'� �: n� fi �i - z 10 IS 7 — E,C —J9L ■. �� it 'V s 0 _-- — - o e' N 12 6 —E,C,CO —J2U 0 i "si I .?)7!--, =-` R S 13 6 E,C,CO —JSL f Oti ao 14 1 —E,0.00—IfU �6 �S 1 — E.0 —I9U -I _ 17 8 —E,C.00 —J6U I j Q P. 19 18 �S 8 — E,C —J6L i z® o© 20 3 —E.C,CO —750 ®�O I ' `O ® ® I ti go\o 21 B - j 22 �S 3 — EX —I9L ' -__- h o�oo B ® 1 `., ®__ -"- Qom ., JB ® OO _ x �WNS LOOP DETECTOR WIRING DIAGRAM , .- ; sP --_-- Center all loops in travel lanes or as shown on plan `-+'� ■`�\7i �`.� _ ■ --®`�� - <6 ,.2, m See TMS Owg.No.TM408 for loop detector details //1\< ��" /\\\\ �� \ SIRE_ �� 5=Series.E=Extension,C=COI%CQCarry-over, / J y81 \ ___ _ O / ®_S w /may OOP®00®�®®0__" I rr __ - e 2" �a '' Imp 'm .■. za�� zom — ' _ _ Wo 841 4 `1 a¢ N • tea, _ ,,\\\y --- L E G E N D 20 w $W" } ®..---® ,.. � S- OController(See Signal Plan) o g �` - - - M. mr ,/ Junction box(See Signal Plan) Qa N. prstol�40 mm x 26fi m>�x 3 dimes ' o�l e junction \0006 ,0 47-1 O �0 '0 0, Install phase(Ph)1.0 m diamond or 1.8 m round 1 �,vy�:„ 0 ® ® preformed vehicle loop (1(1411 -• - @ Install 00 phase(Ph)loop feeder cables ti O ® ® 'Dee O Install(S)mm electrical conduit M - Om e ® ! EC Electrical conduit(See Signal Plan) , I 3 i' m. I, Ph Phase shown S =Size shown •s g �� Q �' N=Number shown X=Number of cables shown DETECTOR PLANS u,= Z i' • III General Notes: c w \ <O a. o 0+000 I ,' �+a o n tom 4 All Materials and Workmanship Shall Conform to Washington County .-r OC _ _ _ IIm j -. Ordinances and Standard Specifications,the 1996 Oregon Department j 9 0 4 =o Left turn lane I of Transportation(ODOT)Standard Standard Spec fications,for Highway Construction a eTEA a N z I. \..� \-� \-� 'STOP"line vi 0 M T 40 and the ODOT Standard Drawings. o%°� yl, 3 3 s w N \-- l} l- l;rt'�Through lone �'` ~ _�I'--"near"crosswalk line All Loops are to be Individually Wound Clockwise and Series Wired at Junction y,3 p } / 1, 20m _1 "4� 1m Boxes or Controller,as Shown in the Loop Detector Wiring Diagram. L..,n.. e a ®!'" TYPICAL LOOP CONFIGURATION Loops may be Circular or Diamond Shaped Preformed.Duct Meeting IMSA =o - O Spec.Na.51-5 does not Qualify the Loop as Preformed. Ar r.°' (121st Ave.) ® See Drg TM408 for Soop Detector Details.All Detector Loops to be Centered Exp.12/31/03 SHEET NO. in Travel Lanes or as Shown. RECORD DWG°\Ui MQ 33 VIEW 2 &2547 n: m3 o SANITARY SEWER NOTES m g2 ®Sta.1+764.544(1.52 m Lt.) U Const.Standard Manhole Over Extg.200 mm San.Sew.Pipe m B U Inst.200 mm San.Sew.Pipe- 18.5 m Fi g B (For Details See USA Drg.010,020,&110-SA) 't 1 t2 Sta.1+783 (1.52 m Lt.)N O Coast.Standard Manhole ZInst.200 mm San.Sew.Pipe- 51.3 m a (For Details See USA Drg.010,020,&110-SA) z ®Sta.1+890(1.52 m Lt.) 3 m,L... Coast.Standard Manhole. Channelize Lateral Connection. B Inst.200 mm San.Sew.Pipe- 34.1 m E g B w w (For Details See USA Drg.010,020.&110-SA) Q ," ®Sta.1+838 Inst.100 mm San.Service Lateral- 7.31 m x 2.13m Op A a„ S.2.0% w (For Details See USA Drg.170) za : V s wa g 5®Sta.1+890 g ,z Inst.100 mm San.Service Lateral- 10.97 m x 2.13 m Dp >c S=2.0% (For Details See USA Drg.170,Except 61 ti That Service Lateral Is To Be Extended -`a Beyond The Property Line As Shown) o 0 j o ©Sta.1+878.9 N :liqiQzi Inst.100 mm Son.Service Lateral- 10.4 m x 2.13m Op S.2.0% i o ti (For Details See USA Drg.170) '4 4[11,)) t O Sta.t.Standard 11.52 m Lle. Coast.Standard Manhole. Inst.200 mm San.Sew.Pipe- 55.7 m (For Details See USA Drg.010,020,&110-SA) s' SANITARY SEWER W i- cr, PLANS & DETAILS N z ` co<8 W I ..i5 co f z^z W F ,� 9PROF0 ma�cc,, wr v,i 0 ,d 14596 F •v'3 Q + r x ya 4C a. Expires 12/31/03 SHEET NO. 34 RECORD DWQWW 5IW VIEW I Nr. 1 — 1 SANITARY SEWER PR2547811 5 0 5 10 20 \/\ °- METERS ✓ / ��\ A it— / ////' c"- /// it s ri -. 'I ar-.— Wal }4,. ' % o/ —Retain/7/7 l / //// . „,,, 0 i rt 7%--- V/ s s `- p ti ¢max / 200 mm-l85 200 m -lo7A m 5>W. WALNUT STREET /� -!' 3 wy� 1 ( ____ --0--11 7 N 63�49'46"—E __ 0 J ll--�._. 2 200 mm -34✓m 3 gwzF / o / rvYwvwV� _ _ _ — _.--- c` E 300 mm CO, '--E F bb ■ Z oogmm �9 r pr,.n o - — 1� o =— —— p �� w, 6 44 tag \ Q a i I i ( I TEL i 3N O Z�2¢ 66 - 66 § 72 Q o ti - 8 Profile 3 R Grade . o 65 u j 65 ____.---- 71 IC:11.64 _ /" / 64 S, rode 70 r 63 h m Pr osed Future Grade �� Propos � ��~ _i 63 Storm we 69 z c^p E I / m Sewer— 0 s — __+ / Proposed Future Grade N n �i� 1 N 3 ------r— ,� p1 r I / 68 F w J co w 62 _ re / /� 7k2/ .IR cw� W Li L 61 '�_ _ / // ,i II- 0 67 `"ao W re y 60 66 . /3�/ �o1/ 66 a n'Z 4 Z O o II II D�gym ' / ///""" 33� F Z m ----no-513 N834.30 / W vi< z r 0 59 n75435 I( I( 2W to Rim 63.78(Match EAstingl 65 '� Extg.Ground 8 9 '/•/m '� 65 N F 3 N g s 9 200mr - �f 64 m 5.51 `c a n. Q ICI 778506 _i 1.Rim .77/ El 2 m 'a 64 N Eai San Poe ! In(E) n LE 57fi36-200 mm(5,M 2.72/_ 1.E.66615 Our(w1 i, 58o 185 m_ H783 00 �/ Q2 R — IE. .78(Match Ex'sti ) / O E W Lo Eels'OO mn(MP / q�—W W 63 1.E.58 96 Ou`NJJ 63 i 63.57857 1+800 1+850 57 i+75o 1+9 RECORD DG3A I80I l + SHEET34A PROM,M 2547 g& a r, - e o a SANITARY SEWER NOTES e� 9' 0 Sta.1+924(1.52 m Lt.) g Conet. Standard Manhole Channelize Lateral Connections (For Details See USA Drg.010,020,&110-SA) S'i g. Oz Sta.2+045 (1.52 m Lt.) Const.Standard Manhole g Z Channelize Lateral Connections (For Details See USA Drg.010,020,&110-SA) .4 O Sta.2+044.419(10.49 m Lt.) _ 000 Inst.100 mm San.Service Lat.- 8.5 m x 2.13 in Op 4. 5=2.0% ,.a6-5 �,� (For Details See USA Drg.170,Except x mw`Qs That Service Lateral Is To Be Extended a S Beyond The Property Line As Shown) g rANm; (70 Sta.1+924 Inst.100 mm San.Service Lat.- 10.36 m x 1.87 m Op Q ]� S=2.0% g ,,, (For Details See USA Drg.170,Except Qp 1 o That Service Lateral Is To Be Extended y Beyond The Property Line As Shown) w; za R 0 Ste.2+071.5 jQ$q Inst.100 mm San.Service Lat.- 11.5 m x 2.13 m Dp wy 5=2.0% Q¢or:, (For Details See USA Drg.170,Except — >0 10 That Service Lateral Is To Be Extended - .a „$ Beyond The Property Line As Shown) z ©Sta.2+045 S i020 Inst.100 mm San.Service Lot.- 11.5 m x 1.98 m Dp - N �WWti. 5=2.0 o o (For Details See USA Drg.170.Except That Service Lateral Is To Be Extended POQ Beyond The Property Line As Shown) Q O7 Sta.1+924 Inst.100 mm San.Service Lat.- 17.98 m x 1.83 m Dp S=2.0 �� (For Details See USA Drg.170,Except That Service Lateral Is To Be Extended Beyond The Property Line As Shown) s 0 W C °m o''i z�,__ O N B W .-Hz ? N ZNZ i- s-= ce 3V N 3 Q % N F F a ct( - SHEET NO. 35 2E©0 3D DD RA W33© V'EW I .&2547 SANITARY SEWER ._ ... 5 0 5 70 20 ° _ _ METERS \ X--__- X==�`c !-------)X-___-_-_-______x I '°'3 r=, ., 2+000.000 S.W.Walnut St._ � i ... , \\-4 / 0+500.000 S.W.121st Ave. Q `X/ \t /� i © OO COL PNlft D N % Y \eEL / ��: I R/W e oiii6 O i! \IC") ,,,' �1s • Retainin.Wall / __ :s s N��, �' -' __.,__- -—O�+Q \'�: - r °_ r o�� 200 mm._! A m I N"o 74 o N 25 c a _ _ --- —�,`W WALNUT STREET i I N 80°03'27"E i_T z W _> 1-w'1"„ as -___ v f7,> �� w ii` w h („ w �,, ,, ANIEVEIVE11111 ' "' - 70'm i N YY .00 - ,, '4 '''' Lbir :W., ,. :n.',m PWR , / �"'�' 1 x�mn 11a oE TEL 1----4-� • ,Id�p�CEE > • DTEL GAS(. w0�.+ AI 4'8/ tE� . �.. 3 I TE � X Q6 u' I AC ea o p6A � ' IFS PWR_ ~V, 2 2 O 44 mF O I O i © W 76 2�2Q 76 75 it) 74 74 3. E 73 75 RI ti 73 E 0 3 72 _ co co __■ ° co --�.�■ 72 F w J N W �jW o 71 f->Z _j C Q 71 iME=Profile Grade @ I I r FPJ y■ 70 �N O 70 Subgrade I II 3 69 - s 0 c,o W 200 m-12..O m 68 N 0 68 O�MMw nicely 41 14 67 SHEET so. b O D IIIIMIIMNHIMIII 67 2+000w'ww RECORD DaQMn7�G�� J 35A v,,w 2 PROJECT a 2547• a m 3 g1 SANITARY SEWER NOTES o 11; N Oi Sto.2+170(1.52 m Lt.) 0Sta.2+200(1.52 m U.) .1 Const.Standard Manhole Inst.200 mm San.Sew.Tee Inst.200 mm San.Sew.Pipe- 125.0 m (For Details See USA Drg.170-SA) Channelize Lateral Connection 12 t (For Details See USA Drg.010.020,&110-SA) a a a O Sto.2+107.576(9.500 m Rt.) Inst.100 mm San.Service Lat.- 11.5 In x 2.13 m Op za 5=2.0% 0 0 (For Details See USA Drg.170,Except -n That Service Lateral Is To Be Extended h,:Q�x Beyond The Property Line As Shown) mw‘� 3 3®Sto.2+103.024(10.011 m Lt.) Inst.100 mm San.Service Lat.-8.23 m x 3.05 m Dp g Iohg S=2.0% (For Details See USA Drg.170,Except ( S1 That Service Lateral Is To Be Extended ir Beyond The Property Line As Shown) a0 a° ®Sta.2+121.417(10.202 m Lt.) y w° Inst.100 mm San.Service Lat.- 9.14 m x 2.13 m Dp z¢� S=2.0% 7 0"s (For Details See USA Drg.170,Except 4, O That Service Lateral Is To Be Extended q¢n= Beyond The Property Line As Shown) ae"E ®Sta.2+170(10.000 Lt.) Inst.100 mm San.Service Lat.- 8.53 m x 2.59 m Dp - ETJ - S=2.0% I o i 1 (For Details See USA Drg.170,Except _'`? That Service Lateral Is To Be Extended N 0'4 Beyond The Property Line As Shown) NUU, ®Sto.2+210.617(10.524 m Lt.) ,w Q Inst.100 mm San.Service Lat.- 9.1 m x 2.5 In Dp (For Details See USA Drg.170,Except That Service Lateral Is To Be Extended Clii°° Beyond The Property Line As Shown) - -O Sta.2+146.676(9.295 m Rt.) Inst.100 mm Son.Service Lat.- 10.7 m x 2.13 m DpO 5=2.0% (For Details See USA Drg.170,Except - £ That Service Lateral Is To Be Extended x Beyond The Property Line As Shown) e®Sta.2+174.976(9.742 m Rt.) w F=} O cm N S st.0 mm San.Service Lat.- 11.5 m x 2.13 in Op Q w, z Q (For Details See USA Drg.170,Except y a g w . That Service Lateral Is To Be Extended a =N F O Beyond The Property Line As Shown) F N= N 1 0 Sta.2+216.866(9.820 m Rt.) '" 3 .5 � c Inst.100 mm San.Service Lat.- 11.6 in x 1.82 m Dp i ,8 3 CC + S=2.0% x 3i F F N (For Details See USA Drg.170,Except y a QF That Service Lateral Is To Be Extended �, 4 i- Beyond The Property Line As Shown) (11 SHEET N0. 36 RECORD DaQWBV2 VIEW I OJEGT P&2547 gR SANITARY SEWER 5 0 5 70 20 a. METERS co u �_ /1) Q I 41 O 3 PWR © O I CBt 4GAS/ z 3 E 4 C.9L - vt L TC;L: 1 g� TEL GAS 0 / W . O 1. N a i! oe i N oi` + R l ,li N CBt ./ �1• '1 O '8 8 O TEL Q. o. r n _._ C t _.__-L_r E s r r c� s r _--r s c -� N o "c'�' N. 20o mm I250 m gj� S.W, WALNUT STREET G zoo mm-91.3 m �_ M w Qcz. tw E N80°0327"EE C a Z� 3 Wgg a W 3 oo —J W _ Y �_Psl W —1 m �I W W _� g gN&i w 2 I—6'.Minellingliii_ P . : NEi✓eiIVAIII®NI m... o IIIIIIII i ""'''''" Q 0 Q — 7R/W - -'ft/W a as N �;'' t cec I I / A n Be .\` 1 FWR TEL 1 jA yS , ° k � I ; T. � J n 1 Eta o,zE i ; z �- �, �'TaE f----- 1 Y I c7rlWacec.�_ 1 It I �Q _rt= �'qs ----J Nay 1 1 E[I o�aQ RA 74 RA 74 73 q110 72 o 71 71 N w 70 Sublrade .. E 70 CV W= cc J N 4Hzr W Profile Grade @¢ 6g H a, w T F T. '- 69 •..rm Sewer—�'- I I z a o T O O 68 Z I- QNZ O a 68 2u�mm-/25.0 m —,L --T 67 3 3 Q g a II o '_'__ _..__-_ __.__ .__ 1J� T nQ WaF 67 _' N 3 W �z 66 _ x ( __ 65 SHEET NO. 65 _ 2+100 0 Ewww 2+200 RECORD DG3GIU�J�MnC� l 36A N. VIEW 3 m2547 ¢o c m8 a SANITARY SEWER NOTES O Sta.2+261.32 Inst.200 mm San.Sew.Pipe- 91.3 m Connect to Extg.Manhole A I.E.63.430 za 000. O Sta.2+222.666(11.050 m Lt.) e,m�o Inst.100 mm Son.Service Lot.- 9.29 m x 1.68 m Dp Sr.2.0% ��¢N> (For Details See USA Drg.170,Except That Service Lateral Is To Be Extended w Beyond The Property Line As Shown) EN Cz4'fit we >°°o qy ¢zPo� qa fl� 24QQ q/11) w W tD cc Z CN N¢U cc F 6 J^~ W O Q co ~ 33N } N f Q +�yF t— N x SHEET NO. 37 RECORD DRAWONc VIEW I -- i SANITARY SEWER 2547 5 0 5 10 20 o' a_ METERS L 3 /i I co I 0 I O ,PWR a ei � � .4 g TELPWR R/W Vila N a ..� y _ - CV \ I I iI' '; -1 1. 1 N 80°03'27"EII I I. I ci,om�o 14(ALNUT STREET W W �'- STM 300_ -w // �_'a ✓§00 -. _ -. ___...__ .___...__ 300 m gg 2— x W V • -�— mm �_--- —_-_ —_ w ��f1m325 m._— 3 m2 a M R -y 1[ goo �\ %l sl s1) / \� r-v- ------- ]� w� �� Clio �� X J' \ .d b° i , II / 1---- A-7f�10 POND ,°8! _ �- �l �( O J fl--/-' �s�M So W°�'yo Y,`C, % j o�' o I I l/ I � �gym, �z�5 `4. ii,, ��`'�L_ ___ / 4, 1/ L16 m& \\,„ ___,..,_ ,* , , W 2 U2QIQ- WW O N 69 - 69 l al E o Er cT-�el. 68 C N i66 1 Profile Grade @ E� •TI ��,� I ` '```__�f 65 65 • Sri II Wn x _10 E 64 200 nm-9r3 m __I ---—�_ anon vC clj 64 r4 Q o 3 LLI O N 1� -�—�___ Extg.Ground @ '-r"COa I- 63 N ''; Z 5 8 62 26/.320 Extg Son MI-. � -���- � I 62 C d n IE.L 63.m30 W 3--E---- H a N 0- N r.L 63.3I0 E _60 -- 60 SHEET NO. —` 2+soo RECORD DRAWING , ` 37A VIEW 4 PMECT Q 2547 a mi SANITARY SEWER NOTES Sta.0+355.800(1.52 m Lt.) Const.Standard Manhole - I2 Sta.0+469.500 0 3 Channelize Lateral Connection Inst.100 mm D.I.San.Service Lot- 11.5 In n g 0 Inst.200 mm D.I.Sew.Pipe- 113.7 m S=2.0% See USA Dr 170,Except y `in (For Details See USA Drg.010,020,&110-SA) - g• p ec § That Service Lateral Is To Be Extended 4 p i Beyond The Property Line As Shown) _iW 1: O Inst.200 mm San.Sew.Pipe- 3.5 m Connect to Extg.San.Sew.Pipe z Q Using Fernco Field Coupler S=0.4% _ �m�' o O Sta.0+469.500(1.52 m Lt.) "• c5 r Const.Standard Manhole y 3 w Channelize Lateral Connections P S (For Details See USA Drg.010,020,&110-SA) cs i o 0 - ®Sta.0+355.800 Inst.100 mm D.LSan.Service Lat.- 7.6 m W^ S=2.0%p� (For Details See USA Drg.170) kit ©Sta.0+391.500 zE z' Inst.100 mm D.I.San.Service Lat.- 11.5 m ¢'off S=2.0 % Wa up (For Details See USA Drg.170,Except q.3z That Service Lateral Is To Be Extended _ uq.r Beyond The Property Line As Shown) o A¢1& O Ste.0+408.000 Inst.100 mm D.I.Son.Service Lat.- 11.5 °J j2o S=2.0% m S o u ti Q% (For Details See USA Drg.170,Except W w That Service Lateral Is To Be Extended ���a Beyond The Property Line As Shown) i w Q a O Sta.0+435.500 Q o Inst.100 mm D.I.San.Service Lat.-11.5 m 5=2.0 itik40 (For DetailsrvcSee USAalDro.170,Extended + That Service Lateral Is To Be Extended Beyond The Property Line As Shown) Og Sta.0+409.000 o Inst.100 mm DJ.San.Service Lat.- 8.5 m S.2.0% a (For Details See USA Drg.170,Except X That Service Lateral Is To.Be Extended Beyond The Property Line As Shown) ...,,I I- w a to Ste.0+434.500 w z>-O p Inst.100 mm D.I.San.Service Lot.- 8.5 m g ac L.,-Z Z S.2.0% - m a o W > F (For Details See USA Drg.170,Except 1-I-a 7 Q U) That Service Lateral Is To Be Extended f z•N,2 w N 0 Beyond The Property Line As Shown) - C g Cl) m tl Sta.0+469.500 z 33N> a M Inst.100 mm D.I.San.Service Lot.-8.5 m ` •F3� ?� o 5=2.0% x in Z CM Q (For Details See USA Drg.170,Except �, 4 i- That Service Lateral Is To Be Extended Beyond The Property Line As Shown) SHEET NO. 38 RECORD DDRAWEINO VIEW I / S A N 1 T A R Y S E W E R 2547 5 0 5 70 20 METERS e I ( ) I 'm E 1 Z ..QtD2.Z.423 l y ` -� ..' 0 3 0 352.330 S.W.121st AVE._ '" J `� -'1111 "`^^h-ate.,.., SSS 0 000.000 S.W.TIPPITT PL. I= ® x O Io L.L. �� } w - R/W s7 I/� J / 'E ^ o 01,1 :I I.. ...P. .4 D .D 1 'Y-1'D"'14`.�D",'':D'.✓+: 1' _.1,.,. .,.`.,D,...D, -.�.D Mal D':'.D..-D„ 'Q`Q- c ¢/ 4 ��� S. 121ST AVENUE �tflE n� M 200 mm - 113.7 m�u. `-. /^0,1 ��b =m E ieOm� I N 2°32'4 " 1 Q I II I M1 I r�rmo • e - rt , _ a e . I z m g 1.,,, 3eo-,.� --- x> '� ..awn‘,..._ Bit'. �I'�? w o"'• w o w m w ?ci \ F,,,,,, `' \ �� " '..®��m .. ."�11�� 'D'..D.�per. D t n Z¢ui i ar�} e — Ilk RAN • I g ,,,.._ 8a\ � Coo — �; \� f za¢ � I, !I --- azctT I , , , -- - - ',,,, 4,-- , jIts S > , y. I I! 0 \ 0 0 \o 2a iQ 79 79 30 tii.¢ 78 a 78 w 1 ,141 77 ¢i;' 77 76 76 E: L 3 75 j - 75 v o. - N 1. w W + M 5- Wwi'-W = C 74 -- 8 b m 74 y Q o W W n =rz rn a v, �0or1- a 73 I la 73 s N z a w 1- 71 I 3N~ r en 0 72 Prdfn e Grode @ r 72 3•v'3 N o 0 T .I • 3 0.40% a to Q 3 0+355.800 21- 200 mm - 1137 m }} Subgrode N ° 71 Rim 73.3660 41m 72,86 I 71 I.E.71.376 on (N) Rim 72.860 o I.E.71.429 In(E) '.E.71.884 In (El 70 I.E.71.376 at(W1 '.E.71.831 Ou'(S) 7 - �-__._—_.__..____ 70 SHEET NO. o+aoo RECORD COO RD DRAW M© J 38A VIEW 5 PROWL , m 3 U O Ste.0+554.73 Field Locate And Extend Extg.150mm San.Sew.Lat. w Match Extg.Slope(S=1% Mini (For Details See USA Drg.170.Except That Service Q Lateral is To Be Extended Beyond Property Line As Shown! g 'w€g igt za c m000 emem 3 w�gg 8 ova � a',8� w" zar M w �+ 3p 94171 A¢Ha FPI (41 o�Qti s Z y O W hao Fa- WW > W Q =N O 0 � � f 3= aoo All- 0 a . uj CO SHEET NO. 39 RECORD DRAWMO VIEry I UNDERGROUNDc NUM UTILITY DETAILS " PROJECT 2547BE& 0, At Extg.Wire Extg.Residentlal Aerial Service Entrance Pigtail on Roof,Retain and Protect Drip Lo� o' a `�li ( . 78 mm (Min)Sch.40 Electrical Conduit t.k 31 II W/Weatherhead Installed per NESC A 0 o ; �� de POE 1730 Secondary Splice Junction Box - 'and PGE Electrical Service Requirements I} `'. Extg.Meter Base -11 I g o 78 mm Sch 40 Electrical Weather Head and PGE's Secondary Splice o Q s� Conduit Wire Pigtail Ground Line z m PGE's Secondary Splice Pedestal 5. Rii Pedestal I- 1 o c. o 8 y 'I I 914 m Radius �- ¢W;� o,a ii 914 m Min. e - Elbow n J 3 °'LL,�i, '; 1v„ Radius ''> `m \ rn�, To Secondary Splice Pedestal `° , I Using NEC* PGE/NESC Underground Requirements Extg.Aerial Service Residential Service Conversion IPPay Limit Pay Limits r� Note: * Conduit,Conduit Fittin s.Weather Head, Note: F mP Option to be Used Only When Approved by The Attachment Hardware,Wi ring,Etc.to conform Option to be Used Only When Approved by The �p Residential Owner,PGE.City of Tigard and Engineer. to the National Electric Code(NEC) Residential Owner,PGE,City of Tigard and Engineer. V 00 .49 RESIDENTIAL SERVICE CONVERSION RESIDENTIAL SERVICE CONVERSION :2: gbi AT ROOF ENTRANCE ak AT GABLE OR WALL ENTRANCE NW N.T.S. N.T.S. v UZl�QF N Extg.PGE Utility Pole WO a O RA1 m 0 O The Number and Size a y of Conduit Risers Vary, See"Conduit Schedule" and Plans j O ilr) Q. o, 200 mm to 250 mm Clearance ti W Section A-A i ,LA nl E To sW .914 m Min.Radius Sweeps N o = C a-21 cc ill CC`"3 w fA I- p Note: �.. s Consult with PGE for Exact Conduit $ Locations.(Jim Starnes,Ph.503-672-5598) CONDUIT STUBOUT AT UTILITY POLE SHEET NO. %` N.T.S. RECORD DRAWBCn�O J 60 VIEW 4 / \ � ® 2547 SANITARY S E W E R 5 0 5 70 20 ,......- METERS a ,41i, \ ' ' , L,- , ci„, ° . O f.. O 1 � , 00..... • OmP W-' o.d\°'..°.�®I�I®®®11®°`'.',u.:° . .L''D.,,I I.....°,I_....° ..:°' • . - ..° 7_a w €§ D I e/ L N 9°02'04"E ... I =rn 1 i .1 ----- S.W. 121ST AVENUE ! J �z E rn m r , - W 0 W W I W I mq QI z mmrn :.° v m :\ U9 a Zit! " ,,,,„F .41*. \ -,. ft,/ ::,:k_A\ ---_____ __-_-- , , \ ..,.•. 4L'. \ .v,:{„:,*-C, \ 9 .---A:. \ -\ .:., \ \::-01*, :\\\ o k °"go II `� \ •`wr X x �-2 j* 6Q E j-2o ti oVWWti N WI 75 75 Hwp�ti E 3 4 7 '!' 74 N 73 ■■Ii■■ii..■■�■.■■■■■■■■■■■■■■■■■■■■ 73 (4 w 72 IEEE NM Al11�■■-■■■�I..■■■■■■■■■■■■■■■■■ 72 s 71 ■■■■..rode■■■■■■■■■■ 211■R■'e■■■E ofile°I■■■■■■■■ 71 u~i w PJ 169 .1111111111111r11.11.1111111 70 ■ ■■■■■■■■■■■■■■■ ■■''■ ■■■�■■■■■ 7p = z — _—IIIIIIIIIIIIIIIIIEMEEgllail _ __.._ ■■ 70 3a 2,F N o_■■■■■■■■■■■■■ ■ii ■■■■ ���n ■■ 3 V33 .1 68 xtg.Son.Service La 68 'A a U) 0 200 N t�A 67 0 +556.*7 in 67 o 8 5xtg San Ma hole — _ Subg.de F.L.6d.918 66 F.L.6a.958 I_ �� 66 SHEET NO. =` 0+500 0+600 RECORD DGAVEIN / 39A VIEW 6 PROJECT547 a m 3 a 1� Sta.0+648.51 Field Locate And Extend Extg.150mm San.Sew.Lat. Match Extg.Slope(S=1% Min.) (For Details See USA Drg.170,Except That Service Lateral Is To Be Extended Beyond Property Line As Shown) o 55 ova am 3 z a iNgla NJ) w r ua z"az wN 30 Aa 0 72,1 A¢No jo2o WWI az2 WQC (151 W O W cWz n Z W ena3 O W W - — O z cm CN „, a c cx - X N SHEET NO. RECORDDWA�/1%DIIVO 40 RECORD VIEW I l _ °p2547.. S A N I T A R Y SEWER 5 0 5 ,e 20 a METERS w po N ZI oa ZI I o� c t 151111Effilln®°' :°. ■ _-- =--- s,soo mm ru soo nm --- - —__ S,W. 121ST A VEND ° I 111 ° �I N 9°02'04"E I I 11 A am.—^ ----- z< tir mZ H - Tfl— V �" a aQ�? mill ry I \ W`Qg '' 0m m 33 N ..., \ i mw; l— PI z„ w -1) iI N _ o�a Q zw F., Profile Grade @ d t =4Q 70 E '.tJ cc W 70 .opt . 3 m 68 It) 68 o 3 La67. Subgrade 6 ev _._-_ 67 111 I- 1 I [. s \ _. 66 0 66 _.--_- III In Subgrode E tg.Ground @ E ¢z m m n w>- wo+ '- ��—LI _ �� _ 65 in-a'o w > Q 65 L}'7-4 _ _ - -- to Q N " —�L ___� _ 64 adz Q y N 64 Extg.San.Service C et. __ �_ —__ LA LA-2Z T. 0 63 _ _ — 63 ui a N y N x n Extg.Sim.Sew.Seev'ce '0 62 __ _ 62 61 -- 6] SHEET N0. 0+700 RECORD DG3AWIINO l 40A VIEW 4 PROJECT BR 2547 a Sequencing Notes: - All Isolation Valves Shall be Operated Only by City of Tigard Personnel. 0 Q Sta.1+900 (3.0 m Rt.) �7 Sta.0+013 (1.2 m Lt.)(S.W. Ave. Provide Permanent Straddle Block on Extg.300 mm C.I.Water Main Cut 150 mm C.I.Water Main and Inst.Gate Valve and Hydrant Assembly as Shown.Cut Water Line and cap as shown on Tigard Drg.561. Pour Straddle Block,Provide 150 mm MJ Plug Including150 mm x 150 mm MJ x FL Tee. with 50 mm IPT Tap Cut 150 mm Water Line atrg.561900 and Provide Joint Restraint on All NJ Connections (For Details,See Tigard Drg.No.542) as Shown Tigard Drg.561.Additionally Provide MJ Cap o g with 50 mm IPT Tap. O3 S 85 (3.0 m Rt.) W. € Install Straddle Block. to Sta.0+014.5(1.3 m Lt.)(S.W.122nd Ave.Sta.) QInstall New 150 mm and 600 mm D.I.Water Mains as Indicated. (For Details See Tigard Drg.561 J Inst. mm MJ x Gate Valve I_ Providee Joint Restraint Both Connections Pressure and Leak-Test New Water Mains. (For Details,See Tigard Drg.503) s g 19 Sta.0+020.5(2.5 m Lt.)(S.W.122nd Ave.Sta.J Disinfect New Water Mains and Flush. Inst.150 mm MJ x PE 22.5°Bend(Right) Make Final Connections to Extg.150 mm Water Mains in Walnut St.and W Inst.Provide mm MJ x MJ all Bend(Right) z I © Sta.1+892 to Sta.2+002.14 Provide Joint Restraint on all Connections 122nd Ave.and Extg.300 mm Water Main in Walnut St. Io o Inst.600 mm Class 52 D.I.Water Main- 110 m Inst.Following the Testing and Disinfection of as Indicated and Connect all Services to New Service Connections. , 0��0 Set the top of Pipe and Fittings to Elev.Specified on Plans New 600 mm and 150 mm Water Mains <�ti Provide Restrained Joints From 3''w`lr Sta.1+892 to Sta.1+933 (Mind 3 w. O Sta.1+903.0(4.5 m Rt.) ab i m Inst.600 mm x 150 mm MJ x MJ Tee Provide Joint Restraints on Both Connections 1 i p� ® Sta.1+892.0(4.6 m Rt.) Inst.600 mm NJ x MJ Butterfly Valve aOl ,>s Provide Joint Restraints on Both Connections 32 Sta.1+887.9(3.5 m Rt.) y r m (For Details,See Tigard Drg.No.504) Inst.150 mm MJ x MI Gate Valve 22 Inst.New Water Meter Box and Service Fittings Provide Joint Restraint Both Connections 'z¢ R Q Sta.1+891.4(4.6 m Rt.) Inst.20 mm Type"K"Copper (For Details See Tigard Drg.No.503) ¢C o Inst.600 mm x 300 mm Small-end MJ x PE Reducer Water Service Tubing- 5 m (Typ.of Three) wo°= Provide Joint Restraints on Both Connections 33 Sta.1+884(4.6 m Rt.) ?a 3° 0 Sta.1+890.7(4.6 m Rt.) 0Field Locate Extg.Water Service and Connect to New O Install Straddle Block - >a°s Inst.300 mm MJ x PE 11.25°Bend(Up) 150 mm Water Main (For Details,See Tigard Drg.561) qC as Provide Joint Restraint on Both Connections 200E 0Sta.1+888.7(4.6 m Rt.) o z r; Inst.300 mm PE x MJ 11.25°Bend(Down) N c,ti Q Q 25 Sta.1+887.0(3 m Rt.) Provide Joint Restraint on Both Connections ti g a Inst.150 mm NJ x MJ 45°Bend 12 Sta.1+888.1 (4.6 m At.) Provide Joint Restraint on Both Connections a m m m Connect to Extg.150 mm C.I.Water Main Z�zz Inst.300 mm x 150 mm MJ x MJ Tee ,�,w�e Provide Joint Restraints on All Connections Q� '' 25 Sta.1+894.0(9 m Rt.) 3 13 Sta.1+888.1 (4.6 m Rt.) Inst.Sampling Station - - �� Inst.150 mm PE x MJ 45°Bend (For Details,See Tigard Drg.No.572) 0 Provide Joint Restraints on Both Connections m a to Sta.-(0+004.51 to Sta.0+020(S.W.122nd Ave.Sta.) E Inst.150 mm D.I.Class 52 Water Main 25 m 2e Poly-Wrap 150 mm Water Main 3.05 m on E Provide Restrained Joints on All Joints Each Side of Crossing with Extg.Gas Main 0 29 Sto.0+022 (S.W.122nd.Ave.Sta.) H w WATERLINE Provide Straddle Block on Extg.150 mm ° w p w PLANS & DETAILS Water Main Prior to Connecting to Nov.' c w z Z F Q 150 mm Water Main Er '-aU m y g � --oa. MO J Nzw � ~ 3 3 J 4 n ,`�,4pPA0gs� 0Sta.1+901 (3.0 m Rt.) ti CC + '��1459s Provide 50 mm IPT Gate Valve '"•3 w W/50 mm Operating Nut Expires 12/31/03 SHEET NO. 41 , RE CORD DRAWING MASHERNWT WATERLINE 2547 5 0 5 10 20 °- METERS / / �J� / 4 / / ® P W ;'/; /- 0 See Sheet48 o i ...,, Y 7,--, For Connection ® + \oJ ;r e o LJ Details in Th �� ___liti_ ___ ��j TEL R Areoki: �� �� 3 �' ,�_ --,.AHIS z 4 s o.1345 28.485L — —' ♦ Oxe,o 6` 3 '_pa -mJ uN - --- - �" � O� ..m�o wet S.W. WALNUT STREET i ©• OGTE MN--© � �- 3 mWg" — + I 1�" --IC—EL— � ' O ;,1— w, �' — O:n1-' _ _ -Ditch _ e_--�_ wM �-' "\j' _- µr 60hi: � �'�� z —Ditch ��11 ���i� ..- �h�� J� /ate ' / PP°4821 I�` �� uuU d& /J V7/2 DROPS R/W 2'W t+o 1 1c. N ' .v z I / I P.,:' ,i2 /-,. il _________ i i _----i ' ®® (DO z O © I z� Q —J � _ — I ® W 0 I E Wt ,-Q O 2 2 72 co 72 GI) -- Minimum 70 Cover 1.0 m Suhgrade-- 70 s Profits Grade W - / LP:: 69 69 �- 6-on / J 68 -._--- // Waterline w= a w + Future Grade /mm.W / 67 -a o Z N F _ 67, 2QP 350 m/// I Valvede to S°at]933es mint Min.)From - i y o Z I-O a 661 -�� /� / -_.-. 66 s c�z a J F N o // 'aa W 65 3N3Z �im 0 65 - - v "a J �' Q Y • No Na N Extg.Ground @� Smnitar w F Sew.Lot m 03$� o,v 64 I- w °0 64 _._ Exrg.W' erline—- - �// - ti„� ,11 oo 63 _ �� 63 SHEET N O. RECORD � J 1+900 41A PROlECT NUMBER 2547 d 0 - t3 Inst. New Water Meter Box and Service Fittings W Inst.20 mm Type"K"Copper Water Service 6 Tubing-4.5 m Di oN fi f4 Inst.New Water Meter Box and Service Fittings Inst.20 mm Type"K"Copper Water Service N i Tubing- 12.8 m A S 0 Sta.2+002.14 to Sia.2+266.50 3 Inst.300 mm Class 52 Water Main - 264 m I5 Inst.New Water Meter Box and Service Fittings I P Set top of Pipe and Fittings to Elevations Specified Inst.20 mm Type"K"Copper Water Service on the Plans Tubing- 5.1 m z Q Typ.of Two Connections O4 Sta.1+976.81 (5.4 m Rt.) 0 Sta.1+920.00 f3.6 m Rt) 3 m 1 Inst.600 mm MJ x MJ Butterfly Valve Inst.600 mm 11.25°MJ X MJ Bend(Rt.) a (For Details,See Tigard Drg.No.504) 3 L7wgy R Sta.1+996.83 (4.3 m Rt.) s e 0Sta.2+002.14(4.87 m Rt.) Inst.600 mm 11.25°MJ X MI Bend(Rt.) Inst.600 mm x 600 mm MJ Cross g o Inst.600 mm x 300 mm PE x Small-End MJ Reducer at East Connection Provide Joint Restraint on All Connections w" Q° © Sta.1+981.00(5.00 m Rt.) y Inst.50 mm Corporation Stop for 'z¢ s Air Valve connection 'g om Provide 50 mm Type"K"Copper Tubing- 9.8 m 0 pQ h. O7 Sta.1+982.00(10.94 m Rt.) >a x5 Inst.50 mm Combination o Aa, Air and Vacuum Valve In Landscape Area as Shown m ti (For Details,See Tigard Drg.No.590) °' 8(i°R. S o i ® Sta.2+004.50(5.30 m Rt.) "' o o Inst.300 mm 22.5°MJ x MJ Bend(Lt.) ti a Provide Joint Restraint on Both Connections 0 i w Q Q Sto.2+010.00(4.00 m Rt.) n o J 5 Inst.300 mm 11.25°MJ x MJ Bend(Rt.) Provide Joint Restraints at Both Connections IC) 0s.2 mm fate l Ran Inst.150 mm Gate Valve and Hydrant Assembly Including 300 mm x 150 mm MJ x FL Tee on Main Line Provide Joint Restraint on All Connections (For Details,See Tigard Drg.No.542) - .. f n Sta.2+015.58(3.87 m Rt.) x Inst.300 mm MJ x MJ Butterfly Valve w o (For Details.See Tigard Drg.No.504) w Provide Retainer Glands at Both Connections o-w I- I O W N c▪wz Z H Q -moo o. m O JNz W J F C- 4 Z Q N m 3 a W E uaa QMjm -^ 0 o SHEET NO. 42 RECORD DG3QMn7IJIMO VIEW I WATERLINE PROJECT 2547� 5 0 5 70 20 / ` J �- ¢ METERS _ :.�/ / / //. <VV/ max------�-_ _ / I m 3 J e� '2; %/ d ��___ �, 1 \ fili 41k o I / i( _ �� O O CDd re-,8 / 0 0 ' Retainin•Wall / .. . . . N® .. . . oSi _LL r--I�" 7�iP 1.496 ooQg 3 s IC► � — — "jN 'r S,W. WALNUT STREET 0 ■11 ::: �8 0P 14e W"1111300 mm W 3 ',�Z'L W 600 mmtill E gag,-s [ems:. . n�_ ���/Ill � iJI \(1) ----- , I 1 lJ C�p" II I I 00 I Ir:il i _ i I / -----1 I / r- I,' .. I I titC 2aZZ 2WQ� N 76 �.r_ it 76 n"-q 75 � 75 -- - NI Cover R3 74 -- 1.0 m ni 3 oc3 c 73 o 73 , 0 a o i Profile Grade 72 O H c mm --�vl —r >z F a L71 _ I .� _ 600 --—'-` Storm Sewer Crossing a ` 300 == _ 71 cn¢V Q y N o ---� -�� tn w v cam ro _ j�o Z 0 O ��T( // Wet line r` _ o O E� N 70 a N E 5 Z o 70 Subgrade��'� N N . - - a CC OC n E E 16/ c E W W cooc �c o a E E E 69 - Z N Ze E/ nor•- _._ aii- -1 2r, 69 c., w - 2 N. ..°a _-c k a�- p�i QE m M'm �,�m a W W F o o.:a Rev,: o �o2c: d rN _ 3 mod ``Q ``Q y' oo Mm �E p VI ai om ¢ t aco F Cl) G.¢N� O•`� p�7 Oo CAN �Lo �Ln�o .Eo�:o o Nino OWN CO"�'v oaM 68 Q o Omyw San.Sew. a,In O M co m -_ 68 g° cetera o��> poW pw ¢ ¢ o¢ ¢yo,',V¢ pkh o��: �n�oi o00 o cd� oo^• °+�ti °�:a ��H+Nt" cn-,ti poi: oor` ScnitarY o0o Sanitary �+ o ^ �� r` N`0"-, v¢ Sew. to o, Sew.Lat. 0 oi�o� mom mom m� o..loW +oti +tiW +o I0W i 67 C 67 +�^W +�W ,HAW SHEET NO. • 2+00o RECORD DD RAMn70MC� J 42A ViEW 2 rPROJECT WY.. 2547 a a oo w ,, g m A� z 4 0 Inst.New Water Meter Box and Service Fittings Inst.20 mm Type"K"Copper Water Service Tubing- 5.2 m 3 N M`\ (For Details,See Tigard Org.No.520) _ Typ.of Five Locations Shown WAY f al O Inst.New Water Meter Box and Service Fittings Inst.20 mm Type"K"Copper Water Service Tubing- 12.7 m 8 i E N N. (For Details,See Tigard Drg.No.520) Typ.of Four Locations Shown ptl 0Sta.2+151.00(8.80 m Rt.) Qoi w" Inst.150 mm Gate Valve and Hydrant Assembly of as Including 300 on x 150 mm MJ x FL Tee on Main Line h� Provide Joint Restraints on all Connections H m I. (For Details,See Tigard Drg.No.542) Z4 op w1.1 p°uo © Sto.2+152.00(3.75 m Rt.) Qy 30 Inst.300 mm MJ x MJ Butterfly Valve ¢ (For Details,See Tigard Drg.No.504) a<Po� Provide Joint Restraints at both Connections 0. 0 Q Q� 2z �Ji Ci?(i.1 a- F X W N H W {_I.-" N g > 2 �wdZNyao F - f 2 a z o°' JFiN W J O i s N J Q c x v�3 W § • N co SHEET NO. 43 RECORD DD O AWONO VIEW / \ ' — WATERLINE PROM, 5 0 5 70 20 - d METERS m / , Q —® O / a � /J o 7 N / -- X._ / / / o Oo / o + / T / N II iz � � • ".��' o G.�e Mn � .T % T � Rom" / o ..�.. -- �“. RA Teo o ! • , :'.}i'I:..;j..I d .1: t�°1'. f �•..>•:I I:. ' 4 q.. 4.•.- .Y.' . .1,:l'.:I.a. <N N} —_ _ r r o Ni- �— SSW.WALNUT STREET ---L—_._-N 3Q\ a J w▪z T^' i � 7` T Zt .. mW,_Y _1 w w --- I' W I W W H- — lLIpp �I T ® \ 16i �1 =w a o o g -1 _,. 1< :.:.1 'o, ....o_�annamalI� .::_"i'i�1111': iti ,:•1®all o e-'11®11� :':.:-� ". ' 11111111111101111�:.:. Q,. c4'n @ wn \ R/W R/W I ----- - (IO1 ¢o 1 O 1 PF 7�L[ _ I Id z"a a„ I III i----__ ww�o I I J Qm 3,0 __ >QIX DER I l i I [--------- �s�y I°fao300 1 FUR/y. I I/I (a6 Nw O 1I 0 °Pr I e e ® I ill 1 �� I - i I 1 I l III��r 2W�C o�oa N iQ2z 74 - 74 n?'" 73 E 73 m Minimum cO �`� 72 —J Cover m 72 ;� 1 1.0 m 3 --- Profile Grade @ ¢ W ^�' 71 '' a 71 3 J } N� J 70 Subgrode '_ - N t. 70 O F N s Z N � (nti E w� d W N o �_ E : HP __77_.--- 68_ Sewer m $ 67 o.c f° c— .0�m T 67 3 v 3 Z c+i 3 +y_ Saritory o — _ �__—_ -ram �. oil— R • Q 6 N o Sev.Lat. v v !i _ _�� 66 IL~ N 66 oar �'� Q -- En~ N�� Sonttary Waterline Sanitary ° ob- Sewn Lat. o��Sew.Lat. P 65 cn W 65 SHEET N0. =` 2+100 2+200 RECORD DG3AWONS .../ 43A J VIEW 3 OJECT liVhI PA 2547 eft c. o N Sequencing Notes N All Isolation Valves Shall be Operated Only by City of Tigard Personnel. t g. o Cut Extg.300 mm C.I.Water Main and Pour Block as Indicated. w Provide 300 mm Cap with 50 mm IPT Tap > r g 0 Sta.2+270.50(4.0 m Rt.) z N Cut Extg.300 mm C.I.Waterline and Install New 300 mm al.Water Main and New Service Connections 8 - Provide Straddle Block(For Details.See Tigard Drg.No.5611. e s. Install MJ Cop or Pressure and Leak Test New Water Main. g Plug With 50 mm IPT Tap I s I Disinfect New Water Main,Flush,and Connect All Services to New Meters. - 0 Sta.2+231.00 to Sta.2+266.50 Connect Extg.and New 300 mm Water Lines. z C Provide Joint Restraints on All Pipe Joints and Fittings 3og a m W`QY 3 � G w SE g g R E Q Sta.2+258.50(3.5 m Rt.) Inst.50 mm Corporation Stop for Air Valve clg Connection Provide 50 mm Type"K" r 11 Copper Tubing- 6.7 m a° © Sta.2+266.50(3.5 m Rh) yM Inst.50 mm Temp.Blow-off 'z¢f41 (For Details..See Tigard Drg.No.570) d�OP Wo Vo Q Sta.2+234.81 (3.5 m Rt.) qQ 3; Inst.300 mm 11.25°MJ x MJ Bend(Down) — >A p. Provide Joint Restraint at both Connections o g¢p°. © Sta.2+237.48(3.5 m Rt.) > Inst.300 mm 11.25°MJ x MJ D.I.Bend(Up) Z o 2 o Provide Joint Restraint at both Connections N J 2ti L'zwti O Sta.2+253.84(3.5 m Rt.) N, Inst.300 mm 11.25°MJ x MJ D.I.Bend(Up) c�eo� 0Provide Joint Restraint at both Connections w Q Sta.2+258.11 (3.5 m Rt.) a°�' Inst.300 mm 11.25°MJ x PE D.I.Bend(Down) Provide Joint Restraint at both Connections Ire � a Sta.2+236.00 5 Inst.New Water Meter Box and Service Fittings Inst.20 mm Type"K"Copper Water Service Tubing- 12.4 m f 2 Sta.2+225.50 e Inst.New Water Meter Box and Service Fittings o Inst.20 mm Type"K"Copper Water Service Tubing- 5.4 m - x coo o lj W. oa, N N f5▪>z Z N N N QU F J L Hhz Q o cd N a M o Sta 2+257.00(10.0 m Rt.) c 5 z -I cv 15 Inst.50 mm Combination Air&Vacuum - '?1- L• T, n Q Valve in Landscape Area o 3 Iri 3 cc . Q (For Details See Tigard Drg.No.590) x ti< Qu) rn SHEET NO. 44 RECORD DGRAWDMO J` VIEW 1 (-a R/ 2547 1 a WATERLINE •. 5 0 5 10 20 a' METERS1 I 0 _ 00 0IO 3 _/ I L ( m 3 a Nl/ /Q//c1 // z g ,_, //41.::: ,.// c, , t ' !,c;,,,o i -, / / N Rah A N ".. �.. e.... — II__ n'. N V) \ / i a� N— r r r r w O .—__� S.W. WALNUT STREET I 3� �� Luz ^ I I 1 • ^�, �� W J �-- w 300 Mal _�w w 300 MITI 3 W e NO101111115 /� _ STM.,00 mm —w __�-P� @fd S25 mm...-_ w U !! rC[ w w - w _ Q �S il 11 Iou amp// O�� N (inn zn II WALL <IC ' / �v a`� WALL ill 0 a 6& , II x // // za�„ \s, RETENTION Peg 41 r-...ism `'N _ /c) i / EIIEl � ® 0 ii 0 o / a ° gll nr :::_i //// , _ ,_ U2W� 0.46 m Min.Clearance Bottom ZaZ Z 2 69 of Storm to Top of Water _ - 69 t o�i Oco I 3 H 68 _,_ Minimum 68 1 (111 Dover1.0 m 67 67 T Subgrbde-- 3 __ 66 6 _ r \ 3 66 3p \ _ Lu �Extg.Ground P C - �-y ��mm 3 —__./..._, LT. 165 F w 0 W a Waterline '-- `— CO w z r d ¢ N��_` ��` ` Extg.Water Moin C.>z O. uj + h �-� r/l,3 _64 �,a V Q N N 64 o °gym I- O 63 aW w e 3`w I \\ 33�aQN 1GQ cq aaC.C, jW IOW 3NaZ $ N N�j N�a Mm� Oo �O a1 _. 62 ai I- J?r Q 0 62 +io___ No cC �m I a WNN s a 22ti° �nm rn \ 61 61 6•N o.$ 6^a +264 5 Extg MN Joint Restraints u)..ti R. F.L .322 rn W Sto.2t231 to End �f New Woter Line F.L .2310utE 60 C 60 _ _ SHEET NO. 2+300 RECORD DDRAWINnC l 44A VIEW 4 P2547 mr F= Sequencing Notes: All Isolation Valves Shall be Operated Only by City of Tigard Personnel S Inst.New Water Meter Box and Service Fittings Cut-in New Fire Hydrant and 200 mm Gate Valve as Shown.Shut 200 mm Gate Valve.Restrain F. O Ste.0+348.00 to Ste.0+495.62 - 13.3 m Typ.of 3 Inst.20 mm Type"K"Copper S Water Service TubingExtg.150 mm C.I.Water Main Tippitt Pl.with New Straddle Block. g g Provide.Joint Restraints on All Pipe Joints and Fitting g Inst.600 mm Class 52 D.I.Water Main - 147.6 m (For Details,See Tigard Drg.No.520) Provide 100 mm x 75 mm Reducer and Connect at Abandoned Hydrant Line and Connect to 21 From Sta.0+348 to Ste.0+390(Min.) New Fire Hydrant of Tippiri Pl. Q Sta 0+348.00(4.0 m Rt.) I6 Inst.New Water Meter Box and Service Fittings 3 Inst.20 mm Type"K"Copper Isolate Extg.300 mm C.I.Water Main by Closing Valve at Carmen St.Pour Straddle Block l i Inst.600 mm.MJ x MJ Butterfly Valve Water Service Tubing-4.6 m Typ.of 3 Provide Joint Restraints on Both Connections (For Details,See Tigard Drg.No.520) Around Extg.300 mm C.I.Water Main.Install 600 mm Butterfly Valve,600 mm x 300 mm Reducer, z Q (For Details,See Tigard Drg.No.5041 The City Requests That This Connection be "' ago I7 Sta 0+470.00(4.5 m Rt.) Used as The Source of all Testing and Flushing Water Used on this Project 3 o O Sfd.0+349.5(4.0 m Rt.) - Inst.600 mm D.I.11.25°MJ x MJ Bend(U I Refer to Tigard Drg.570,Except use 100 mm B/ow-off Instead w o.'.0^ Inst.600 mm x 200 mm Tee Provide Joint Restraints at Both Connections of the 50 mm Blow-off as Shown in the Tigard Standard Detail. V rd x 3-,,uy Provide Joint Restraints on Both Connections 3 18 Sta.0+474.64(4.5 m Rt.) Install the New 600 mm D.I.Woter Main as Shown. E i B g ©Ste.0+348.00(4.0 m Rt.) Inst.600 mm D.1.11.25°MJ x MJ Bend(Down) Install all New Service Connections as Shown on Sht.48A. 5 m Inst.600 mm x 300 mm PE x MJ Reducer Provide Joint Restraints at Both Connections Provide Joint Restraints on Both Connections d up is Sta.0+344.5(4.0 m Rt.) Pressure and Leak Test the New System,Including the New Service Connections up z a o Cut Extg.300 mm Water line and Connect to New to the Angle Stops. Reducer w/Spool Piece.Provide de Straddle Block. Disinfect the New System,Including the new Service Connections up to Angle Stops. (For Details See Tigard Dr.56 Flush all Lines After Testing is Complete and Connect Meters to Extg.Service 'z x e^ 20 Sta.0+468 to Ste.0+477 Connections as Shown on Sht.48A. w ¢u a& 0Sta.0+018.5(2.7 m L J.)(SW.Tippiri Place Sta.) Provide Joint Restraints on �°o Cut Extg.150 mm Water Line and Cap or Plug, 600 mm Water Line Aa 3' Provide Straddle Block a¢.g (For Details See Tigard Drg.561) — . iozz 2 w 70 Sto.-0+004 to Sto.0+015.5(SW.Tippitt Place Sta.) 2©Inst.New Water Meter Box and Service Fittings y Inst.200 mm Class 52 Water Main- 19.5 m Inst.20 mm Type"K"Copper Provide Restraints at All Joints - Water Service Tubing- 2.0 m - N ,,,o.� (For Details,See Tigard Drg.No.520) (-,:110 It Sta.0+014.50(3.0 m Lt.)(S.W.TippittPlace Ste.) Inst. GateValve Provide Jointnt Restraints on Both Connections - @ Ste.0+016.50(3.0 m L t.)(S.W.Tippitt Place Ste.) Inst.200 mm x 150 mm Reducer i Provide Joint Restraints on Both Connections Xo co I3 Sta.0+015.50(7.3 m Lt.)(S.W.Tippitt Place Sta.) W cg rz w z>0 o Inst.150 mm Gate Valve and Hydrant Assembly ..>z Z Z Including 200 mm x 150 mm MJ x FL Tee ,„a V Z> , (For Details,See Tigard Drg.Na.542) -� gQ0 Provide Joint Restraints on Both Connections a z W y 33y Z K1 m 3N3 R 03 £ ui I- W O a y t F SHEET NO. N 45 RECORD DD GRG^pWONS VIEW I WATERLINE t . — 1 , &2547�� 5 0 5 10 20 d METERS a 01 �e e 13 6 12 y� 11 15 15 15 41- -011 1-X — WR PWRp N 1 0 352.530 S.W.121st AVE._ cas acas 0-000.000 S.W.TIPPITT PL.' 12.. ��� OWL Os LJ 4IGA g S . 7 L4 TEL 3 CFJL I PWR 1 rdl� II I TEL I reL n z Q II '.�x xmnvsro w a't �I� �' n 3 o / 0 X T I / / R/N/ =cn M A II r1 T nD m D.a4, ri ¢/o O D ,.,"I r .'p( 1 :AV p ..D.�1� D 'D �en 3 mW. 11-®- s l / x• O - e \ I s o — Z 3• gz z m °ate �W. 7275=C ATENUE—,_J �n o f g o 1, N 2°32'46"W I IIwTI \ L1I : 'I I II :°.:. .I: ,::D`. .D. n nH� py 1 w R% it - GAS ifL PWR j0=0 — I °° a FOR reL Provide Joints Restraints ti Q Q 19\ ® 4 5 ® O3 16 16 16 ©0 tt 18 (h) on all Joints 2 W P. PwR I I ���1111'"' and Fittings Sta.0+468 0��0 ® to Sto.0+477(Min.i zaz2 2 79 79 =wZ� Preside Joint Restraints from Volvo _ Qo to Sta.0+3.0(Min.) 3 78 N o o 78 411111) W W W '� 76 _ n� O� 2. oo qo J o a o. 76 li �o Oo Oo �o �O. N n PQ O� O� V'� p O o C'o o O'er 0 '$'0 i +I2 Moo Mo �.a'jo +I� +h +h pa pv a a.-. 75 75 +ti IM/mutt +ti +ti I +�I- +12 +ti m :2619 o—� Cover E �+zr0 74 --�- p 1.0 m74 ,'-n a W F to i- y 73 I 7 - --300 min 2.0607 j N o 3 F O D, — _ � 73 3 .N a N a Extg.Wderline L Profile Grade @¢ _ vl a W 07 g 72 _-� _ '..� �.- Sanitary Sew.Lat. 72 3 3 Z + o 3 -ir- Storm.Sew.La'. __/ 71 I-LLI N m71 340-E,<tg----------- - - - - 600 min ,' 300 min RCP �3P 5.799 \ 365.367 5xt9 Su rod 70 j'L73.2C Exig San Cu let to Citch-Noterline 70 2.833 0+40o RECORD DD QLaWIMS SHEET NO.45A VIEW 5 -2547 • 'm3 e o S o ,n'8 g g N 0 O Sta.0+496.18 to Sto.0+653.50 Inst.300 mm Class 52 D.I.Water Main— 157 m Provide Joint Restraints Between Ste.0+495.5 and Ste.0+505(Min.) zQ ' o o.o 0 Ste.0+483.6(4.1 m Rt.)) N a Inst.600 mm MJ x MJ Butterfly Valve k �., (For Details,See Tigard Drg.No.504) wg� 3 e ©Sta.0+495.619 G o g Inst.600 mm x 300 mm PE x Small End MJ Reducer g on North Connection of 600 mm Cross (0 ce Provide Joint Restraints at Both Connections V u N� az a. O Sta.0+502.06(2.6 m Rt.) y r, Inst.300 mm 11.25°MJ x NJ D.I.Bend(Rt.) z+ N mq Provide Joint Restraints at Both Connections at 0 w,9 oo O Sta.0+526.00(4.0 m Rt.) qQ$o Inst.300 mm MJ x MJ Butterfly Valve >a 13 (For Details,See Tigard Drg.No.504) — 'a fl° j028 N io Inst.New Water Meter 8ox and Service Fittings o o Inst.20 mm Type"K"Copper Water Service Tubing 12.9 m N i i z See City of Tigard Std.Drg No.520 Qo Typ.of Four Locations Shown 0 Inst.New Water Meter Box and Service Fittings (1(110 Wate. mm Type g—CopperN rr Service TubingeTigard r 5 mg 3 (For Details,See Tigard Drg. Na.520) a Typ.of Two Locations Shown 12 Field Locate Extg.Tel.Line and Relocate as Necessary (By Others) w o W N o o c OD W Z F O w "a 8 Z j , t4 Field Locate Extg.Gas Line and Relocate as Necessary z N o Q O (By Others) ' G. h- 0 i adz w N 33 Z_ ^= o N i 3 J V of. W § o x is cn H i � n n/�q�p nn r� N SHEET NO. RECORD DG3pWNO 46 S VIEW I r — °R2547 a 1 `:\, \\\ WATERLINE pW D 5 a 5 ,a 20 METERS—I,,, a a .\ A_i___i—-J,___\- - \\-'' ' t61 °' t7�� 12 10 10ii\ 10 a N O O �� p� 7 \ /\ \ . W% ei , / RAN O r .� ® _ N09 m W• • • (A 5 D� \ • •• • L SAN 200 Nm'� � py_: e m-ll DD, �f - —c c - / . c N 9°02'04"E ' c. TOP 68.33O T I r-v, - l i I TOP 70.653 � Z m 13 m o �11wm•�� J S.W, 121ST AVENUE ! m y H �nrp�1,, w ©O w w I\ ,� w o a 'a yZZ \ 6' /7 .:, �...D'. D ..,= p •V .D.. • .'.:V..V•.:;.III�IIII1`III1'.:'...1 . .' .'::i.D`.':'p` ... \_I D( °' 3 `•3'.g �m b\\� a. Rom.. D�:D No ...¢L' ti mW,Q yc o < ., , \ \ • ,,., \ NH 4TEL 1 JrCO0 ' 'U8 08Lp a \ z t UG TELQ D \ ZA. XI UG PWR C 1ETER dC,' © a z N ` s\A \ pi alp o"30 t \\W m ® \ as \IS\ m Provide Joint Restraints from - _ Q i - Sfio.0,4955 to Sta.0+505 o 75 .n o 75 com NJ 0 tom°w oi `tiMinimum 02 oo `o o CI w Ex`g.GTE Line /Covelr„ o 0 oQ a 72 wj 72 yti ink hti x Subgrode� fI LL o s 600 mm �'J�:, 00 mm 71 O N 1 71 -- �_ T Profile Grade® C L..L.m 0. O o m —/ —Extg.Gas line - E 70 .�i�a o Q ill y o Z \ Q 70m v `Waterline � ` J v z ZQ !,. O Storm Sewer iu "? .` 69 <v J fA[— n I: o _. az a T p .22 0 68 a c a 3 0 w �-` `` 68 y Q Q N C o �v w o �� w 1- s o °'�` o ai o. �� �Extg.San.Seu. —___� � . �.� Subgrade 67 Q W 66 - 66 SHEET NO. 0+500 0+600 RECORD D DRAWON0 i 46A • VIE11 6 R2547 d o o e O Sta.0+654.00(4.0 m Rt.) Sta.0+653.50(1.0 m Rt.)Inst.300-mm MJ x MJ Butterfly Valve aInst.Straddle Block on Sequencing Notes: Provide Joint Restraint on Both Connections Extg.150 mm Water Line z (For Details,See Tigard Drg.561) All Isolation Valves Shall Be Operated Only By City of Tigard Personnel. 3O 0 Sta.0+654.00(4.0 m Rt.) Inst.300 mm x 200 mm PE x Small End MJ Reducer ®Sta.0+653.50 Pour Straddle Blocks as Indicated. Provide Joint Restraint on Both Connections Provide 50 mm IPT Gate Valve w/50 mm > Operating Nut. Install Reducer,300 mm x 150 mm Cross,and 300 mm Butterfly Valve.Connect West € Branch of Cross to Extg.150 mm Water Main to Ann Pl.Install 150 mm 5 MJ Plug with 50 mm IPT Tap in East Branch of Cross. PPressure and Leak Test New Water Main. C Disinfect New Water Main,Flush,and Connect all Services Using Extg.Meters. z ; o E✓000 ©Inst.New Water Meter Box and Service Fittings- 5 m 3 a m,o Inst.20 mm Type"K"Copper Water Service Tubing oQom' (For Details,See Tigard Drg.No.520) 3 w W(Q� 07 Sta.0+655.00 g i B Inst.Straddle Block on Extg.200 mm Water Line o M m (See Tigard Drg.561) ze O.Sta.0+653.50(4.0 m Rt.) u w Inst.300 mm x 150 mm MJ Cross. In10 z<„ Provide 150 mm MJ Plug w/50 mm IPT o Tap.Provide Joint Restraint on all Connections. z¢z„ go a 3q Og Connect Extg.Hydrant to >a, Temp.Water Service Reach"C" Aa ° 10 Sta.0+625.00 to Sta.0+653.00 Provide Joint Restraints on m 300 mm Waterline o a 2 Extg.150 mm D.I. Q c Extg.Gate Valve Waterline(To Remain) ww� o, a ExtgHydrant Permanent Straddle Block 1�°a y on Extg.l50 mm Water Line i W Q 300.mm MJ x MJ Butterfly Valve 300 mm x 200 mm MJ x MJ leilll Reducer Permanent StraddleBlock on Extg. [200 mm Water Main n i300 mm D.I. N w w n m w. O 7 o - - p Extg.200 mm 'aw�Z Z Water Main w a 8 Q > N 300 mm x 150 mm All MJ Cross �v~io J F 0 5 -1 N; W to I' 150 mm MJ Plug with - 3 3 a. j ,T- N 50 mm IPT Top '� N3 0 L + W t 50 mm IPT Gate Valve x y a Q y a W/50 mm Operating Nut µ 5. in n n 121st AVENUE SHEET Na. RECORDRECORDDWL:\\/V��p HI1 nnO 47 J VIEW I / \ PROPICT NUMBER 2547 WATERLINE iii 00 5 0• METERS 20 a � I m m Zi L X a ao QI :T.' 0 I o04_ X 0 i .._ti L___Th /W (f)I 4 c ______v z D snn -------- —-- — — - S.W. >21STAVE ° m / 1 m @ I N 9°02'04"E I IH �m w . ,, mow' �C O • �. u• \ 1 i o 00 cs) R/W v.;,l_':,:;,: ir;.¢�_ CiF\ \ 1 \ \ `1" c .. m i 1--:. gg _ PWR TEL 1 II Y.4Q _I L_.._ V WA1i,!-JR. GAS <PWR \\ $` 10 6 CaL 0® O � �- Fw+wP �� e z 7 \\\ � z¢a„ 13 3 w6'0i F - v QGz „8 GAS CBLL -- aj Mtnimum — — I �2ti Q LTL Cover 1.0 m cz oio Profile Grade @ /N70 69 N ¢g a piz 11,111wc awe m, 68 -S"f92i ,2 22L 67g 67 m ti `` LL O t3 66 ` ` - Extg Ground @ C 66 w a Lu n Storm.Sew.(ot. __ ` =wF o z o+ 64 Extg.Son.S w. _L _— ---_---- _ �_ 64 —.^ -i ~ t� N (A o —___ z o ____ __ 3N3 Z O 3 63`,11 ---- — _—— 63 .41- S y F O 62 Provide Joint Restra'ntc �Extg Waterline --____ — 82 Q Sta.0t625 toSta.C*653 I — `o 61 61 SHEET NO. 0+650 0+700 RECORD DRA r�JOU\1Ca J 47A / \ PROTECT NUMBER 2547 a n a CO o▪ , w 150 mm 22.5°PE x MJ Bend o Followed by 11.25°PE x MI Bend. Install and Connect to Extg.150 mm >g Water Main,After 150 mm Water Main has Been Tested. 3 0 ��_ �/-- OU 150 mm Gate Valve zd M �O 3 cmm V CU Q i"WYZ me y /- T — — / • 4 IN ° _S y � ----2-- _v__________ I. za a„ IIIay 3a 45°MJ x MJ Bend.Isolate I T 150 Mm-MJ-.�.NJ Gate Valve 0.�g and CutExtg.150 mm and - -- G T qQ�6 Connect to Extg.After 600 mm 300 mm x 1571 mm --- Water Main Has Been Tested. ' G - - _ MJ x MJ Tee With --� Provide 50 mm IPT Gate Valve 14,;'!'- oo 45°PE x MI 150 mm - With 50 mm Opening Nuto on Branch. Sly {yq[NUTz STREET o�o1_ o =aQQ —w w w-. Fm W w_ � '� rg31 3 i1ILJi. 111111111 fill 3 Straddle Block j Extg.150 mm Water Main with 50 mm Tap .-W U al 2 3 wzr > I- Q ¢o wi CC ct > Extg.300 mm Water Main >8 W 600 mm Butterfly Valve - <r'a o N ZO Permanent Straddle 600 mm X 300 mm Reducer and Vertical J o W V ,g Block 11.25°Bends. 3-z ct z ui v,3 a: O ya g U OZ cm 300 mm Spool Piece as Req'd For Note: t" N Final Connection Not To Scale o V c l SHEET NO. _` RECORD DD R A1CNO , 48 VIEW 5 UNDERGROUND UTILITY LEGEND PR2547 a GENERAL NOTES w Util Util—Centerline for Common Utility Trench ay& Conduit Stubout at PGE Utility Pole, 1.See Drawings For The Relative Locations Of Individual Q )For Details See Sht.60) Utilities Inside The Common Utility Trench. z e Underground Secondary Power Distribution ConduitIIEW M T Underground Telephone,Verizon,Conduit ® 2.Sweep Individual Conduits From The Common Utility Trench to Stubout Conduit 150 mm Above Ground and Cap The Utility Structure Locations As Indicated On The Plans.The iv Underground TV,AT&T Broadband,Conduit Radius Of The Conduit Sweeps Should Be At Least Equal To The >0 Underground Communications,Portland General Existing PGE Underground Secondary Distribution Minimum Radius Allowed By The Utility Owners Requirements And/Or CC Intcpt to be Intercepted,by Others Standard Specifications. 3 i Broadband,Conduit „ 3.PGE Conduit Bends To Be Minimum 914 mm (36")Sweep Radius,All Bends Et N = Number shown 0 = By Others Factory Made.If Runs Are Longer Than 46m (150')Or 270`of Bends,The Mk Existing Utility Pole,Retain and Protect(N) Bends Must Be Rigid Steel z d VP Res = Residental =�-.?,a Intcpt= Interceptor 3���Q Existing Residental Power(PGE)Service Service Entrance EE" Z o g e i •PWR reA Residental Service Conversion at Gable or (§ oe Vair Wall Entrance,(For Detail,See Sht.60) g ■ Oh } >- See"LEGEND" � ao defA Residental Service Conversion at Roof Q Illumination Plansq Entrance,(For Detail,See Sht.60) m"N= Nair z¢oQ © PF300 Secondaryy Splice Pedestal, - nw 30 )For Detail,See Sht.59) aQ.F ■ „,H8 A PGE 1730 Secondaryy(Splice)Junction Box, >� rFor De tail,See Sht.59) See"LEGEND PA Signal Plans z 4242-PGE Pad-mount Vault, II WV UtiQQ ® (For Detail,See Sht.59) PA o 0 N ® A et R11 Ped AT&T Broadband Splice Pedestal(Pedestoi by Others) vz NA le lap Verizon,Telephone,Splice Pedestal(Pedestal by Others) Jr il OhExt.Verizon Manhole(Telephone) NV g p rizi,[5,061 PGE Vaults,(VTxxxx=Vault Number). I VTxxx Vrxxxx (For Details,See Shts.57 and 561 UNDERGROUND m ROTA, PGB Portland General Broadband Vaults.For Details see UTILITY SYSTEM Vain Sht.55.Contractor to Install Vault Supplied by PGB. ¢w.- F- ao 0O 0Ali yr AT&T Broadband Power Supply,Work by Others z v~,6 m Z a^2 ¢ W All at ,a 3 3�, ® cob New AT&T Broadband Splice Cabinet,Work by Others ���.i.7 a 3 v,3 m t,,, ui I- O ft s { O ' ., x , a Z s ® New Verizon Vault with Manhole,Work by Others 'f�`" "a rTN,.1'7. o Connect conduit to existing Verizon's 103mm capped steel conduit elbows."SB' indicates elbows orientation. 12/31/02 South Bound."NB"=Northbound Expires SHEET NO. RE ©OL DD DRAWRAO 49 J VIEM 1 UNDERGROUND UTILITY PLAN *N. 25 47 7 4& MR 5 0 5 70 20 AT& eh7,_ ® a METERS AT&T > Pe, ;;, Ped , o n. �\ � �;n 4♦ min �� i� -- _- Ut,, U i Util—Util Util Util Util Ubl— it Qx Utj�`� ' • ?Ut!l ®� ° , g..,_§ ._. ____-/f-/ "�'�':.aiaas __ __ _ Pl__._ _©gyp !c�' m no I �r ;! ® 7 G r S.W..WALNUT STREET Pole PP &4 Drops S !>\ O ` \ 1 0 Q g _ — I ---- mH 0000 fir- -- -- SiUh - 4 Qro�a % o Sm �Q o i 7r �" s o �� // —Ditch _ - -- �_`--. . --L'? _._.. -- W — --� m nY o Ditch— - —'--'-- ®� c Note: �Yr�' I ' r.. For Clarity Purpose th Locations of %' 1 I ' w Q a� Utility Pedestals are Sc ematicly Placed W/2 l I o ti m a on This P/on Sheet.Sp cilia Station's Drops a/ L_;rt ^ G0 .1 are Provided. d 8% 11 �� /-- Ped t,, �; IV, ti 12200 I - _ / 00- N 4o g° N Po CBt ® UG-ryJ✓R,CHL.TCL , -i TEL Wy o \5 0 5 10 20 - Res�'CAS q¢3� METERS VZ rn w i. Res MVH o /1 / ~;r! t(11 vN�© �2ti to of N °� CBL + r�y'�D o2W� �j 12185 o ry. avRo �� c o 8 o Pg�� L. NEL" Te�/ PNR +, T b / A a! c _--------5 o oa o P a h o N a Q —9 d {r o N oa � QW� ---;/_. ' /lO/ E�'��� ; In cn W v+' in N 7n in io H l W P000013 i.j \V "'��.�_ - -_-_ _ III - — UM Ub ® �� COal vmP0J-Q -- _ — ---- ,,„„_„,,..,-. t,,,t____ ,... „,.... Util tit— ! --�:0111 —�'tll .- _- o =, t• 1 r i �i i Util ih tri D filo ni v+�� a I S.W. WALNUT STREET r m M n ' — x 1 rn H _ --_ y� �' O mm p G — N a o ce a Lf g rs _®es _ _ . / a g a) 1- co + .I �' 1, I j �I f Ix 1 2,ngomo 6NZ Z J N Q ` �/ cep 4 I 3 - 0 Q o o 0 'CI - l to aR o deL . I �� i ,�� —'L--__L lV 3 �� 12070GAS� r00 O + N ix Q " La • \ I /\ 12o riti \ocAs� a� - `n 2020 Roof 1-�.__ deli AT&T VZ ® For Legend,See Sht.49 Roof Pod Ped SHEET NO. RECORD DD G3AvegmeC J 50 VIEW I UNDERGROUNDNUMBER UTILITY PLAN a ECT 2547 5 0 5 10 20 iffai APedT&T Ai etA gili, irk °- co /eft ® 0, eft 11765 Q M 1 11695 n. METERS PrIR 1197� a WV NrilY ec © Q 825 _ P00 ®� l/ cac_ _�' m cec PwP 'm i -- N N Sw- ,A A5 * + JB * }0 7.L -..� N N TELT'I � ~ m N o / N N N O N N N o "' o N o m NO o N m 11865 0 oa 1 5 Z. m O d 5 � N u E W (n + (n N V) ■ CB I w t CV Wf_ 8 ti/"' s - -TS/ =�_= um-----Util,-�—Qt�l U'/ o Uli/ 1 ti! s�� I tTf' ti , 1! n UrOrA S.W. ALNUT STREET TOP]1,22] VI ® I L _ __i'.q I 1 I I 2 g53z m 2 7 m PGB S{0. Y cn 8 8 Vault Y mr_,m In r -- EA,He Power Z q rn m ism - ®®®1f®®0�® ®®14= - ®® ' EBBE_�' . " �� - mP s g a o } I I ' I N a mEdJY h o I -1 Intcpt �_-, --- a ----�� 3 �30 0 O �o � `� I cec ro 1. ^ 11 I ��`-- --- �r-----7 I I o V. I �'--�T,EL N N N j I I / i l N I wa I I ewe 11500 I y 11 i;l II `-- AT&T V cec F I i I 11710 j / f(10 _ Notes Fed `.....,,A-..„Pkd rec o F�R qRE. AT&I VZ I I I� r'<yR r i For ClarityPurpose the Locations of Pfp I I / / w. •�� �'--- Pei Ped I uc;,�. / Pe Utility Pedestals ore Schemoticly Placed �. ��--"-- 1 -I acec,rEc1 'za z° N on This Plan Sheet.Specific Station's O P •.'Hp l 'CAS I - j !I I I ��_ o 8o ore Provided. ��;i / I' 11311 11930 I I I _—� ?v,�3,° 11970— ! ``�\ PwR 7 1 11 L ' ¢z�p A¢ PG8 ° ®' I Vault I I I 1 r.. PNR X , ! I p0o 5 0 5 10 20 Na ® et est rex ea effx l 2Wy� M ETF�RS - .'$/� ��IW,IIY!i/ / ��l/ ...� o ;�IIv ���H W � ti NIA 7 115451 11525 I o i Q N �N ro CBL PWR rEc N ,8 4\ 11565 4\1 - / 4\ PwR 4+ Q� { + I I- N PWR 11625 0 d r �''�/ -- .°`•4\1 ,o ( 1O L11695 _- ...N o N l I(U 1n o m �i'--___ vI _._-_ I /O ,,,E.: N \ N V)1 W ill I / } ll (11101 o /Q / / N D --_� H _' O� PPaztea I / / I j � .w t -IM ,L, WIN DROPS I _ mC_ �®p�1��I a �.� 0 N LEI AiOJ I / ____I ) ... !!{��y�t���� 1 x 2 Uhl..111M1/MairgiL n' r J- . ,it til ' sery- • --�" ]NN - Z 3 me S W W STR T amr e- ALNUT EE a -- - -- - }y c ofT1 t I TJ032�� ---- I ..1__ I - --- -- I Q -----.....---- -c W t- w e mar it I N -I 1- a + o Hat,~ N In 0 } I A N -. , 0 7 I- N STM KO mm _- II STM 525 mm _ _-____- ® Na Q O 0 o '.�' //E/ \S J N�Z Q-z.7, J CG VP O Q ti II 100 mm -x :: n - 0 + BRICK lv \ 3u'3 N _ o/ T r o Srub c° d II WALL /(N// - o w I �I A. I �/ �/ �/ o�rrr s,zx3 out �•O o co ® Fed For Legend,See Sht.49 D/ WV he . SHEET NO. RECORD DD G3G^WIllile J 51 VIEW 4 / \ UNDERGROUND UTILITY PLAN PROTECT 2547MAIM( 5 0 5 10 20 a METERS Q A x Q ADD_ NW > !Fir1 03 m nS PWR \ IL',.. I I� o o w o cad ro o o Ped GAS �� o iin �y�J�J.'�� \ z o o o RYR q. o o q- ' � -.`5" uc � ut o y 12605 ti 12565 _ N �._...._ / ) !I N ' h�. 3 0 PWR CBI.' V. e + _ * 1B� y a�v y d cac. 72525 9 z -2 I ----I1 - - nab II 1 0 i iY)Q * i 11 ® A►=L.Mr ®_.._ •� ne O.. / • . .,_g �—urn urn �utn urn Ut, ut// Uhl ®lam ®MO'—1 Urn - Si�.�fit—Ut.l�w$��, util'.L°�.��1 - ti/ um_\_ IL:.5 ` t T-- /� Vi0015� H so m � s SW 121ST AVENUE \Z.rct m zQ W/Trons V���- — — -�� am 4�. O a — 14 &2 Drops -'. Ut 3• w� z A, , 1,, , NW 0 2\ .0 EN, -. gEgNal pp Note: .- '� �� /i I e o il\ �-- :Q ', For Clarity Purp se\the Locations of so _ „q Utility Pedestals ore chematicly Placed m M co m �� I v '' ° - r \on This Plan Sheet.Specific Station's o l II + e In <q ore Provided. o II ��12580 °o"BL o �0, I ® 12630 " III W ,A�. rE• R irk I '�31. 6¢o a ' Peed I AT& PW PWR GIL:7� y�I� ® v „_ 3 g g. i 12660 4r0I NV 12540 -,®. �� \ �i/I �o QQ — \ RVR \ VZ i �. I- Intcpt i g385 I ¢� 1 I I 124,45re� Ped I �wua 12345 ® Co) a¢«i I\\ \�1,111* 5 0 5 10 20 _CBL I. VZ GtL P°R ti O `\®• g• MERS m T& 9 Ped rBL 2ti z w "S� © �I-.,.C_----"'1-\ _+ N® Ped \ rctND' oo¢o I \0 0 0 19 5- 100 EL, irk \L^ -'"'I1 TO Im I m ± \ t� NN.o , c'2 O %I - ' .)li DI U" Util—r.um =Mg /M = •-__ gyp''�I tf/ um. t//9-:.. U if - t_l - Util _ t1� _- 1\) -. N Intcpt S.W. 121ST AVENUE I - NW ti "r OwI x z n mZ L�% PG Broadband Conduits to Vault I' c a. �— '- - 4 --- �- w `(11. Sta.1+984 00 on Walnut St. V }�._ I -- \ m? } j 3 m O °, e-"• 'r ° ° ®®®®, .��®. 3`', s�U tst.- urn m=urn-. Util',, pM� I z_ F� w oI \ ® 0 �r ,„ x1 - -� Intcpt \� I<t i/ 1- - \ -.N z N OF 1 Existing Verizon's 103mm copped \ a `+° P� `+° _ _ �° 1 PwR 3 3.. 0 N v ti N®� steel elbow's(2/f radius).2 oriented o Co- f 10 • e a e o h \ .'/'p0 +t I _ \ Util-'I ouch and 2 oriented north.Other P'N' aTBL o p y f ° ___ I .onducts not sh wn-far-atarity. own y o �^ To "A' \ rn a w .4 �1 VG reL Res 12400 ®in VZ 0 �� ® W �, Roof Ped uc TEL fl l �` 117 4 F`'NR uG PWR I GAS �raL 1 ,yIE/'ER 12370 Res 12330I For Legend.See Sht.4 — I ow p of Utility 'Trench ing FWR Gable e SHEET NO. =` GiCCOQoD DDGAVEI G J 52 VIEW 2 r \ NO 1.0.11 47 U N D E R G R O U N D UTILITY SCHEDULE 25 to Fo' $•,0 0 a ° !h00gbda Si. �t toFoh��°o°'9 S°.° �So �etb- y°ee Os\ 0yd°t4Oo\etQ,\Le Po 4t�et 64 t 6s v6 st °o° ¢o �o0o t,4 AZdG°sea.�e•y°000 s s\cs o tP� c, � ' oA� w mdeg!'0 P2 ooPtdt ot o t� e �VsaJ' a �e .o cP° °� d P •� fltZ� � otio:Qec� s �a 4' °NeZ oo�oP ° �f` � n �a st� c O �cAaP4os.,oc cp E Pc, o ,,4-ts0c4° w PGE PP# /345 to Vault*VT 00010 2 155 157 PGE ®Sto.2+311 to E-Sta.2+374 1 ]03 / 65 PGE PP# 2014 to Vaud*VT 00010. 1 1030 91 PGE P©Sta.2+374 to Res.11565 1 78 _/�', 14 g t h PGE PP# 2014 to©Sta.1+916 (Rf.1 1 f 03 82 c PGE PF Sta.2+371 to Res.71525 1 8 _ / 24 - z Q PGE PE Sta.1+916(Rtito Res.12200 1 78 20 3° PGE Vault#VT00017 to Vault#VT00008 2 ]58 1 103 / 189 ��o PGE M Sta.1+916 lRt.l to Res.12180 1 78 30001 57 POE Vault 4VT00008 to PP#2101 1 103 - / 27 m w W+t PGE PP#2014 to©Sfa.7+918 1 103 57 PGE Vault#VT00008 to New Pole 2 155 / / 48 O u PGE ©Sta.1+918 to Res.12185 24 o PGE Vault#VT00010 TO Vault VT000071 155 1 10--- 03 31 PGE PP#2144 to Vault#VT00015 2 155 1 103 / 66 rPGE Vault#VT00011 to PD00013 2 155 1 105 PGE Vault#VT00015 to®Sto.0+418 3103/ 333a PGE Vault#VT00011 to Vault#VT00016 2 0063 PGE ® Sta.0+418 to id Sta. 3 68 155 103 103 / / Z¢ei PGE Vault#VT00016 to®Sta.2*066 1 103 16 PGE © Ste.0+368 to Res.12660 1 78 3 31 W�o — PGE ® Sta.2+066 to P©Sta.2+051 1 103 33 PGE PE Sta.0+368 to Res.12630 1 78 21 Ga m3 PGE ©Sta.2+051 to Res.12070 1 78 27 PGE ® Sta.0+418 to P©Sta.0+384 1 103 34 Pt qo PGE ©Sta.2+051 to Res.12020 1 18 PGE PI- Sta.0+384 to Res.12605 1 / 23 144 PGE ®Sfa.2+066 to Res.12065 ® 78 3 j o o PGE Sta.0+418 to P Sta.0+430 1 103 / 31 Zw LL PGE ®Sfa.2+066 to P�Sto.2+108 03 � 43 1 PGE P Sta.0+430 to Res.12580 /78 j 27 W h 0 PGE ©Sta.2+108 to Res.11975 78 pp 35 PGE P� Sta.0+430 to Res.12540 j 78 / �3 21 �o h `e PGE PE Sfa.2+108 to Res.11865 78 13 PGE ® Sta.0+418 to PE Sta.0+456 / 39 PGE Sta.2+066 to PP#3300 1 74 m PGE i 103 1 Q 1 ® 103 M1 PM Sta.0+456 to Res.12565 78 / 30 PGE Vault#VT00016 to Vault#VT00017 2 103 175 y PGE P© Sta.0*456 to Res.12525 1� // 29 411() PGE Vault#VT00017 to ZSta.2+176 103 01 44 - PGE Vault#1T00015 to Vault#VT00011 2 15 1 1033/ 95 PGE ®Sta.2+176 to Res.11825 1 23 PGE PD00013 to Vault#VT00019 2 155 1 103 / 25 s PGE ®Sto.2+176 to Res.11765 023 PGE Vault#VT00014 to®Sfa.0+588 1 103// 58 } rw F v PGE ®Sfa.2+176 to M Sta.2+187 103 30 PGE ®Sfa.0+588 to Sig.Serv.Sta.0+507 1 f03 3 86 w F F-- UJ PGE P Sta.2+187 to Res.11850 10001 031 PGE Sta.0+588 to P Ste.0+592 1 103 23 `~'a 8 a PGE Vault#l?00017 fo®Sta.2+31 1 103 01111 92 POE ©_Sta.0+592 to Res.12900 1 78 �/ 25 a w o =O W o PGE ®Sta.2+311 to©Ste.2+257 53 © ] 3 ¢ 103 POE P Ste.0+592 to Res.12330 78 79 3 a N 0 N o PGE ©Sta.2+257 to Res.11695 1 33 PGE ® Sta.0+588 to P�Sto.0+623 1 103 j 33 in 3 W 0 POE P�Sta.2+257 to Res.11625 21 PGE P© Sta.0+623 to Res.12345 1 78 / 24 Z sD m PGE ®Sta.2+311 "Street X'ing" f03 34 PGE Vault#1/700014 to New Pole Sta.0+677 2 155/ " 155 PGE ®Sta.2+311 to Res.11565 ,),---78 "-poii 22 PGE PD00014 to Vault#VT00010 1 103 SHEET NO. PGE Vault#VT00008 to®Sto.2+437 2 78 — RECORD 27 D R A°W 0 N 2 l 5 3 J VIEW 3 r N. PROJECT NOa1 2547 UNDERGROUND UTILITY SCHEDULE 4 , x • „ tO i° t PEY*i me• to o ie� p� °a s c e° om a o e.o040,sP i° h ° h °ap ° fiPs Yr i�r0su ° �o° i,�iOd 4�Q° i °° o�° p s o et oPt as°i•6.fi s ei tcPp 6 ea ow Wiv ie. oe°s ° S� � o i <eag cPi ayr.b,i ° oi : ai` F w S J °etdi o ee i5°JeS oa, S � sp6'1ag 00�a�oUo\"„6'? � Sdti0a y ° 0,, 1 06 AN WlGdtiod94 � o �FJ is�itti °QQlp 5e N ;s e w ,,,@°PJA0eo4G y �AT&T PP#2014 to Cob.Sta.1+970 3 53 3 3 115 AT&T Ped.Sta.0+587 to Ped.Sta.0+590 j 53 24 I: Iy3 AT&T Pod Sta.1+870 to Ped Sta.1+915 -53�3/ 3 75 > AT&T Ped.Sto.0+590 to Ped.Sto.0+618 3/j 29 AT&T Ped.Sto.1+870 to Ped.Sto.1+954 �3 // 86 w AT&T Ped Sta.0+618 to Ped.Sta.0+643 �3 3 3 26 z C AT&T Ped.Sta.1+954 to Ped.Sto.1+920 1 53 36 AT&T Ped.Sta.0+587 to Ped.Sto.0+637 7. 53 51 5 %R w o Ped.Sta.1+954 to Cab.Sta.1+970 1 23 '8 AT&T Ped.Sto.0+637 to New Pole 0+677 4 ----- AT&T 40 3 m w1- 53 J_ 53 ..---- AT&T 3 it Cob.Sto.1+970 to Ped.Sto.2+106 �3 / 150 C; @3. < AT&T Cob.Sta.1+970 to Ped.Sto.2+052 1 53 96 �' ] AT&T Ped.Sta:2+052 to Ped.Sta.2+050 1 53 21 Verizon Ped.Sto.1+917"Street Xing" 1 0111 103 14 i, w r AT&T Ped.Sto.2+052 to Ped.Sta.2+106 1 53 / 54 Verizon Ped.Sto.2+067 to Ped.Sta.2*052 1 103 Oil 34 0 AT&T Pod.Sta.2+106 to Ped.Sta.2+105 1 53 / % 20 Verizon Ped.Sta.2+067 to MH#44 1 1030 29 'z¢a,g ¢.x O a `^ AT&T Ped.Sto.2+106 to Ped.Sta.2+258 3 53 3 150 Verizon MH#44 to Ped.Sto.2+106 1 010 103 34 o°o a¢3a AT&T Ped Sta.2+706 to Ped.Sta.2+174 1 53 67 - y Verizon MH#44 to Ped.Sto.2+743 1 103 0111 53 >o;1 AT&T Ped.Sto.2+174 to Ped.Sta.2+186 1 53 33 << Verizon Ped.Sta.2+143 to Ped.Sta.2+188 1 103 0063 C1¢ ° o01 > AT&T Ped.Sta.2+174 to Ped.Sta.2+258 1 53 // 86vi Verizon Ped.Sto.2+143 to Ped.Sto.2+214 1 103 68 U 4 m AT&T Ped.Sta: + to Ped.Sia.2+373 53 60 Verizon MH#45 to Ped.Sto.2+309 103 31 o g W o w313 j LL /2+313 + 2 53 60 Verizon MH #45 to Ped.Sta.2+375 ____1_103 54 "Q 2 AT&T Ped.Sta.2+313 to New Pole 2+458 2 146 Verizon Ped.Sta.2+375 to Ped.Sta.2+438 2Oil 65 o 53 ---- AT&T 03 N Ped.Sto.2+373 to PP#2101 i 53 3365 / 4110 AT&T PP#2144 to Ped.S/o.0+383 ,,5----3 //// 63 ,-1 AT&T PP#2144 to Ped.Sto.0+343 1 53 3/ 22 Verizon Ped.Sto.0+321 to MH#107 3 103 3 3 3 8 s AT&T Ped.Ste.0+343 to Ped.Sta.0+383 „]_,--------53 43 Verizon MH#107 to Ped.Sto.0+385. 3 103 33/ 53 s + Verizon Ped.Ste.0+385 to Ped.Sta.0+457 3 72 AT&T Ped.Sta.0+383 to Ped.Sto.0 367 3 33 703 3 0 w ai AT&T Ped.Sta.0+383 to Cab.Wall 7+970 3 53 3 144 Verizon Ped.Sta.0+457 to Ped.Sta.0+431 ? 703 46 - tAEr i— N AT&T Ped.Sta.0+383 to Ped.Sta.0+429 1 53 65 ¢ Verizon Ped.Sta.0+457 to"Conn"SB Elbows 2 103 49 co=a o O 51 3 AT&T Ped.Sta.0+383 to Ped.Ste.0+455 1 53 / 73 Verizon "Conn"NB Elbows to Ped.Sta.0+561 2 103 / 56 N O W 6^Z Z• cri n AT&T Ped.Sta.0+455 to Cob.Wall 1+970 1 / 68 vvi Verizon Ped.Sta.0+561 to Ped.Sta.0+589 3 3 3 29 (( N 3�s W 53 z AT&T Cab.Wall 2*970 to Ped.Sta.0+637 5� 3 152 Verizon Ped.Sta.0+589 to Ped.Ste.0+593 103 /3 24 en a p 3 3 AT&T Cab.Wall 1+970 to Ped.Sto.0+564 53 / 77 Verizon Ped.Sta.0+593 to Ped.Sta.0+644 103 3 52 0 i AT&T Ped.Ste.0+564 to Ped.Sta.0+587 7 23 Verizon Ped.Sta.0+589 to Ped.Sta.0+676 2 88 AT&T Ped.Sta.2+313 to Ped.Sta.2+309 2 53 31 Verizon Ped.Sta.0+676 to New Pole 0+677 2 103 L/ 2 53 103 / / SHEET NO. VIEW 5 PR2 a a 0_ a m 547 i 1,6 Im s �Fy, )o F°< ooCs 1.Details Provided in English Units øV, J\o S 4�i� o�p VF. CP5 Zec,e'to of 1 ec y a °y t Wo 5ye°°�KGc61°•Ne •<�c�o��°C � .. CI Goy\s K°payo l°t c)o,ob p� 00° • > 0 Ilium E Sta.1+918 to J-Box 1+936 1 63 / 20 g 9 g 25-38 TA COVER E e Ilium J-Box Sta.1+881 to J-Box 1+936 63 /� 56 /q" GALV. DIAMOND PLATE STEEL COVER oa Ilium ® Sta.2+066 to J-Box 2+065 2tii o Ilium ' ® Sta.2+176 to✓-Box 2+162 _ 15 ate+==--��'�Lrry? -?n5','=`ice" --- „¢zx 3 Ilium J-Box Sta.2+065 to J-Box 2+106 1 63 42 ,t_i�,','!!=�]?�!L= �'`',�]'-,',3-'�,`-, - fi-Pt:‘14;t_i',,_ !Lsj._]? _�>>!__�z1. a, irILLT gEo Ilium J-Box Sta.2+162 to J-Box 2+212 1 63 51 tL-:i .-a���-�>>,.V- ;a. '!�0�n._= ' ''1?�" i 88 I/lum J-Box Sta.2+212 to J-Box 2+255 1 63 / - 44 f•.1-4,A1, T,],i �]7,--'' ;,t, I `�, Q ''h --ice I0r c,_-AI Z4 a n Ilium PF Sta.0+384 to J-Box 0+381 363 3 2 -_ "- — ;o o p 1 / 4 II/um Ei Sta.0+430 to J-Box 0+433 63 O¢3s h 1 62i'/Z„ HINGES ¢x Ng isi Ilium J-Box Sta.0+563 to®0+588 63 1 63 28 7/p"x 2"x 3/e" GALV. STEEL ANGLE oa�O v3) Zllum PF Sto:0+592 to J-Box 0+615 > PO ��,,.. 597/8" 27" zW,"'j4 / O4]O 57�Vx" 22" \ ZQ°2 y Signal J-Box Sta.2+019 to J-Box 2+042 1 41 23 1 1 z N j 1 27 / / Cal 3 Signal J-Box Sta.2+042 to J-Box 2+070 38 L !L� IC "- I — 3 J� J V �L i Signal J-Box Sta.2+070 to J-box 2+120 1 27 3 50 111 \ vi IV " 3��z" ADJUSTMENT-� m CI 1 3/ 21 _y9 ---z y v \ o o a Signal J-Box Sta.0+516 to J-Box 0+537 27 N ; ; + 3 / --II o 2-"C" CHANNELS 48" LG. - I a 3 (n - '' PGB PP# : :: ; 62�z"703 f63 REMOVABLE03 130 jN2 cc W a "' PGB Vault Sta.2+310 to PP# 2101 / a ? S PGB • ,Vault Sto.2+3f0 Street Xing / 3` N 1 f03 22 3 N 3 W o // ui< 2 2 s PGB PP#2144 to Vault Sta.1+984 1 P0S /� 195 PG Broadband Vault 38-TA (3 Installations Req'd) ° PGB Vault Sta.1+984 to"New Pole" i 3 181 (PG Broadband to Supply on Jobsite,Contractor to Install) Sta.0+677 103 /3 3 3 SHEET NO. RECORD ORAWIMc J 55 —` VIEW 6 PROMO. 2547 a UNDERGROUND UTILITY DETAIL a a m 3 w 6 8 ••5 B R/W I - _ E R/W 3 9.144 s.144 CONFLICT WARNING 0.457--I —1.981 4.877 1.829 1.829 4.877 - 1.981—__I--, 0.457 ECoordinate Trench Utility Lines with Laterals 1 from Sanitary Sewer,Water,Storm Drains and Gas.Known conflicts exist on 121st Ave. z C near stations: 0+906 0+470 TV 0 e e I 0+447 0+527 ..Qxt Profile Grade W mW 0 A °1 c , St 2'% @o ao A �'.------------- Note: rground Utility System vi ° Both Sides Street on 121st Ave. z Fa 1°p„ Sta.0+588 to Sta.0+643 ¢� � S.W. WALNUT STREET UNDERGROUND Tap 150 mm (Mm.),AG Placed W°�o UTILITY SYSTEM SurfaceC Wearing and Compocted,See Seo.960.41 ?a Nz (S.W. 121st. AVE. SIMILAR EXCEPT AS NOTED) (g)Std.Spec's az flo iQo S 2 W VWj '2 IN :o >• '�AI E o IIINII o a i Marking Tape - 103 mm Verizon ° d IN Located Over c,0 Conduit Si g xwa� Outside Column m H Q o''ti of Conduits S.m m • • �= 0 E 16, d�� E=y 53 mm AT&T . ° E 1 40 ��. • o ���g�a, — E > Broadband or .. o V E • M E n o PG Broadband '• ° oMg 3 o m a Conduit ° °`--�19 mm - Minus E o oo �° Crushed Backfill, Z c £ ree ig s: :gna 0 000 See Special .'o Si* 103 mm PGE f m (See Plans&Specs) Provisions—'. Conduit 50 mm (Min.)Blanket of ' 103 mm Conduit ' Note: 19 mm - Minus under PGE's `o 2 The Number and Size of Each Note: PG Broadband (Orange Color) 103 mm Conduit o onduit.P/aced and Shaped '+ ®� N Utility's Conduit to be Installed in the Street rsono ^^ 38 mm Space : Trench Vories.See the X'ing Exceptto Accommodate Conduit Al&l Broadband 00100..a.�.• 103 mm Conduit in Intersection of 121st. SJ_�1 "Conduit Schedule"Shts.53,54.&55. Ave.with Walnut St. w E'' J 53 mm Conduit 300 mm Depth of Conduit Increases 4-> - Clearance At and Near Vaults and Padmounts. a `r'a o Ow PGE Conduits A) See Plans. Enz z ' - / SECTION A-A (Street X-ing) a�= �W E i' E E (Underground Utility System) N.5 G " to `a ") 50 mm (Min.)Blanket of 19 mm -minusa23002 13002300�mm x v'3 R Under PGE's Conduit.Placed and Shaped ‘0",- . Min. Min. Min. Min. to Accommodate Conduit. Z 1 I I I C Secondary Primary N Distribution Distribution SHEET NO. 56 RECORD DDRAWWIMl I- 1 2547 P G E UNDERGROUND UTILITY VAULTS ,& . a. a WEST VIEW PIPE INC DESIGN EAST VIEW m e OUTSIDE TYPICAL 2-PIECE OUTSIDE 3 1-2"Soh 40 PVC TOP DESIGN TOP , Stub at p.2101 'r 'v for Splice Intoo a 0 O° Existing UG Pri " l(r '\ !r ' / '1\ "- - 0 1-2"Sch 40 PVC 12" 12" _i ° Stub at p.2101 'o r 7 r 7 0 0 3 for Splice Into I O O 0 0 SOUTH SIDE VIEW 0 0 O O ti • N t c °00 Existing UG Pri v: O O O O O O O O • 'v °OEd EAST 1-4"Soh 40 PVC O E R 1-6"Sch 40 PVC - 0° to p.2101 m a to VT00017 1-6"Sch 40 PVC h -- - \N_,, 1-6"Sch 40 P✓C to New Pole t to VT00017 WEST 1-6"Sch 40 P✓C 1-6"Sch 40 PVC BOTTOM p_4"Sch 40 PVC 1-6"Sch 40 PVC BOTTOM1-6"Sch 40 PVC a 1-4"Soh 40 PVC to New Pole to VT00011 to VT00011 to VT00011 to VT00014 z C to VT00017 VT-00008 1-6"Sch 40 PVC PD-00013 1-6"Sch 40 PVC (5106-PGE VAULT) to VT00011 (5106-SW2-PGE) 1-6"Sch 40 PVC to VT00014 5 582 to VT00011 mWJx 1-6"Sch 40 PVC .o to VT00011 - 1-6"Sch 40 PVC 1-6"Sch 40 PVC to VT00011 1-4"Sch 40 PVC 1-4"Sch 40 PVC to New 4242 Pad z� to VT000111-6"Sch 40 PVC C to VT00014 to VT00011 0 0 0 1-4"Sch.40 PVC O 0, <o 00 . 0 I 0 ° 1-4"Sch 40 PVC 0 o„ to VT00011 °0/to New 4242 Pad �; 0 0 ✓ NORTH ✓ 1-4"Sch 40 PVC zee a' `� 0 1-4"Sch 40 PVC - to VT00017 - >Oo 1-6"Sch 40 PVC —to VT00011 0 o to Pole 1345 0 0 0 0 EAST wy Ba EAST 1-6"Sch 40 PVC 9 '° a` %z 1-6"Sch 40 PVC'„46 5 OUTSIDE o p;o o to VT00011 a o 1-6"Sch 40 PVC ¢z�o 0 0 o to VT00017 a< p to Pole 7345 0 .b p to V Sch 40 PVC to V Sch 40 PVC 1-4"Sch 40 PVC 1-6"Sch 40 PVC�g o to VT00011 � Stub 90 Degree Elbow to P.2144 1-4"Sch 40 PVC WEST to VT00017 P'4 at Pole 2014 WEST 1-6"Sch 40 PVC SOUTH to P.2144 1-4"Sat?40 PVC otiQQ OUTSIDE to VT00011 z , to P.2144 VT-00016 2WVWj 4: VT—GE VAULT) VT—E VAULT) (5106-PGE 015 (5106-PGE VAULT) y N � (5106-PGE VAULT) ZQ22 3 PIPE INC DESIGN 1-4"Sch 40 PVC1 - TYPICAL 2-PIECE 1-4"Sch 40 PVC to VT00016 �r� DESIGN to VT00015 EAST VIEW (y/ OUTSIDE 1-6"Sch 40 PVC TOP , to V7-00016 2 °0 3• TOP 1-6"Sch 40 PVC °°o to New Sch 4242 Pad i ,12_, �� r y I '39 to VT00016 1-6"Sch 40 PVC • • • • - - • • 1� 1-4"Sch 40 PVC to VT00010 8� r ���8 °° to VT00008 W 8 • • • • r��i�A 8 1 s"son 40 PVC o °.� EAST Z, l,4 SOUTH SIDE VIEW L� '■ to VT00016 PVC yQb 0 P. y w~ 1-6"Sch 40 PVC '� — 16 to PD00013 a U w to VT00010 8�r • • I-_ - -1 — • • �8 1-6"Sch 40 PVC 1-6"Sch 40 PVC 1-6"Sch 40 PVC 1-N-' O� to PD00013 to VT00008 I • • • O O 12 to VT00016 1-6"Soh 40 PVC "'" 0= 1-4"Sch 40 PVC WEST to VT00008 3 a- 0> o 2, BOTTOM J I BOTTOM 27 to New 4242 Pad VT-00017 3 04 3 w o 1-6"Sch 40 PVC i� 7-4"Sch 40 PVC F 3 to PD00013 WEST VIEW 1-6"Sch 40 PVC to VT00016 (5106-P yGE VAULT) a Z 3 OUTSIDE 1-4"Sch 40 PVC to VT00015 1-6"Sch 40 PVC to VT00010 Noe n to PD00013 (Future) 1-4"Sch 40 PVC 1-6"Sch 40 PVC 1.Details are Provided in English Units.Convert to Metric as Required. to P000013 VT-00011 to VT00015 (Future) 2.All Metal Access Vault Covers for Use in Sidewalk Areas Shall Be Provided 7. (612-PGE) with"Slip Not"Safety Finish as Manufactured by W. l ar SHEET NO. ` #LEGO D OGIAVCIN�a / 57 VIEW 3 UNDERGROUND UTILITY DETAILS 2547 n d n n a DJD:401-500 n n 'm 3 AKF 1-24 n ( < 1-6"SCH 40 PVC NORTH-PED TO PED n p o TO NEW POLE S/0 P.4429 FROM MH106 p p 1-6"SCH 40 PVC '0 v TO NEW POLE S/0 P.4429 !Q n DJD:301-1800 n NO.O p Or AKF15-24 p it 0 O 1-4"SCH 40 PVC I co' o TO NEW PAD AT g 3 0 12385 SW 121ST AVE _ -- NORTH - M DJ0:601-1800 z Q o b;o 0 n AKF 12-24 n 5 A�m0 TO P.2144 SCH 40 PVC o� 0 0 v 4484-TA p s n o r 1-4"SCH 40 PVC TO RISER POLE n gILi SOUTH - TO VT 00010 - 'p n a iohg 1-6"SCH 40 PVC '-Q �„ TO P.2144 VT-00014 TO PED QDQ p p � ....I 5106-PGE VAULT 0 p p IUU.f OJD:301-400 0 n R a AKF 1-24 p n y.m z'a a NEW MANHOLE SW 121ST S/0 TIPPITT PL. p .ni f 11 0 0 4484 TA MH*107 w0,8 — VERIZON MANHOLE 4107 Aa P6 Ns DJ51901-2400 r1o1s:r29+T153:1-24 as fl8 rc04esM 151012001-2400 010:2301-2400 it N AKF 6-24 DJD:1851-1900 AKF 4-24 AKF 1-24 j.2 AKF 50-24— \ d °2QQ 3-BUBO/1HP AIRLINE b 2wt- W DJD:1826-1850 0 a AKF 25-24- DJD:2001-2200 /' DJ11801-1825° T1016 2/"TI53:1-24\1 I AKF 2-24 T10ffi:1-24+T153:1-24 i W QQ AKF 25-24 YG048_.N YG04BSM .o FT233:1-96.'FT234:1-96 3 YG0192-SM FT233:1-96"FT234:1-96 DJD:2001-240/ Y0D102 oM � p ®p0 -.) b AKF4-24 Opp -O0 ppp®O(5O O®OOpO r� 6 4 2 2 4 6 8`X VERIFY DUCT INFORMATION I o= VERIFY DUCT INFORMATION 2 2,; 2 �2 o a i DUCTS 1,3,4 TO NEW DJD BOX pppppp pppppp ..m .zr F o y e9 7 v 'L 1- Z = J h2 Q o MH44 114041 L5 MH13 a N z O IL S106TA 549-7FOOIAL - MH45 112'02 •_. R CII U251W38 4484TA 549-7FOOZAL 3 N L.7 SW WALNUT E/0 U251W38 N 3 SW 1215T AVE SW WALNUT .„CC REV 07/18/00 EJH H¢ Z REV 07/18/00 EJH .8 z $ MH44 ate• MH45 Details are Provided in English Units. Convert to Metric as Required. VERIZON MANHOLE 444 VERIZON MANHOLE 445 SHEET NO. \ RECORD ORAWUHc J 58 J VIEW 2 eacmacr NUMBER 2547 Note: SINGLE-PHASE TRANSFORMER PAD Secondary Junction Box � 882 Polymer Cover (Sub-Surface Type)Min.432 mm 4 Marked X 762 mm X 457 mm Deep Unit with / " 'Electric' Non-Conductive 8000# Load rated Lid. m (TOP VIEW) 1 ��LECTRI.; (Available thru Utility VaultCov.1730 Brooks e W/Poly Lid). ao 121Gm ,066 1066 mm x 1270 mm " '' ._Transformer Pad 78 mm-90°Elbow B #4242-T-PGE PLAN VIEW 914 mm Radius a / \�/ Opening mm x 635 mm For Perm SVc. o Opening in Pod 11111 102 mm Primary `D m 78 mm Secondary 11II'� �� Conduit 78 mm to \ Conduit IpI� -e°',: Transformer 12p9 \�, 121g I J() .q1 ��, 800 41 -- - - ----'- I Trench g 78 mm Sch 40 PVC I z C FRONT OF PAD Copped&Marked ! CONDUIT CONFIGURATION SIDE VIEW for Perm Svc i o 0 0 2. 19 mm Minus Backfill fL' H.aw Under Splice Box TOP VIEW 3 �w-', PGE PADMOUNT VAULT SECONDARY JUNCTION BOX " g gh,1 (4242-PGE) (PGE 1730 SPLICE BOX) @ OM V Ize GIDa„ c 1 Verizon Pedestal gq i To To 'z¢m„ Pwr. Service Service Wp 8, Pad i 2 z AT&T Pedestal a„5� I Ground Rod ��\ Latch on Lid Must Face Toward az _ Location i Street. C1¢ ° i by Others o Proposed Grade - `4 Install Pedestal with Final Grade z o 0 at"Ground Level"Mark on Case. (''i o QH w 914 mm Min.Depth To ! Trench �I Pedesta!Must be Installed Level 2 W�� E E ......4 E E - QQJ� ELEVATION VIEW SHOWING OTHER UTILITIES / WI w�( #6 cu Bsd Note: New Verizon Pedestal \ � / 6104E ifill See Underground (By Others) Final Grade kill., `gip Install x �T�O4 mm Utility Plans for () !I i' 2.4 m Ground Rod Number of Conduits / (609 mm From Ped) 3 O O Proposed Grade 92 II III Duct to M� I///�\\\� Service �// a A 36"Min. �� Duct to Service �. w z .H Section A-A Duct to a. _ 1 Transformer 6, o <, D y a 8 D y (Source) -..-------Duct to St.light es v -• �-` g5 N= z a 4"Conduit All Sweeps 914 mm-90°� Note: (Optional) n o<�V V z_o m Q o Conduit Ends to be 300 ° a N z , w m ELEVATION VIEW mm Above Finish Grade 3 O ti 914 mm Radius Note: 3 t7 o PVC Elbows PGE to Install Pedestal 3 u,3 cc 3 VERIZON CONDUIT CONNECTION DetailProvided for Conduit oil- o n Locations 19 mm Minus DETAIL Crushed Rock o PF300 SECONDARY SPLICE Note: PEDESTAL All Dimensions ore in Millimeters Unless Otherwise Noted. SHEET NO. Z RECORD Dc caMac 59 ��t� s UNDERGROUND UTILITY DETAILS Pfl2547 m3 z At Extg.Wire Extg.Residential Aerial Service Entrance Pigtail on Roof,Retain and Protect Drip Loopctill4/> - og g c `'11 78 mm (Min)Sch.40 Electrica/Conduit'W/Weatherhead Installed per NESC gA /� de PGE 1730 Secondary Splice Junction Box and PGE Electrical Service Requirements s 3a Extg.Meter Base i/r g `�° 78 mm Sch 40 ElectricalWeather Head and PGE's Secondary Splice '3Qo Conduit 7PGE's Secondary Splice Wire PigtailGround Line , Pedestal z 5 :'> Pedestal II o oa i it Radius v « 1 3 x Q',W 914m Min. `°n m 3 ,„� rniS J To Secondary Splice Pedestal cd H, a a .g cAgEm \Using NEC* PGE/NESC Underground Requirement Extg.Aerial Service Residential Service Conversion il z Pay Limit Pay Limits Gto P<o Note: * Condult,Conduit Fittings,Weather Head, Note: x¢rN Option to be Used Only When Approved by The Attachment Hardware,Wiring,Etc.to conform Option to be Used Only When Approved by The ¢..o Residential Owner,PGE,City of Tigard and Engineer. to the National Electric Cade(NEC) ResidentialOwner,PGE,City of Tigard and Engineer. wp a¢,uo go jai RESIDENTIAL SERVICE CONVERSION oh RESIDENTIAL SERVICE CONVERSION az AT ROOF ENTRANCE AT GABLE OR WALL ENTRANCE Qd ,° N.T.S. N.T.S. ..- 02 S - Extg.PGE Utility Pole o14 o 0 0 Cal 42 The Number and Size 30�'� 2 O O of Conduit Risers Vory. O See"Conduit Schedule" jO and Plans � 4) O a o, 200 mm to 250 mm Clearance n illSection A-A 3 3 jFA Al I-w W r.� o<8 .914 m Min.Radius Sweeps 1-2z_o ' C 0 1- 33N t7 ',,3 W O N h Q 0. Note: ¢ Z * Consult with PGE for Exact Conduit Locations.(Jim Starnes,Ph.503-672-5598) CONDUIT STUBOUT AT UTILITY POLE SHEET NO. N N.T.S. /` RECORD DDWAW'IWI J 60 VIEW 4