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72nd Avenue & Dartmouth Street Improvements L INDEX OF SHEETS P � � � W CITY OF TIGARD - � R � X1 Typical Sections - SW72nd Ave. X2 Typical Sections - SW Elmhurst St. & SW Dartmouth St. OREGON LI Construction Notes - SW72nd Ave. PLANS FOR PROPOSED PROJECT ATO (4\ L2 _¢ L2 Construction Plan - SW 72nd Ave. \\ Q Q L3 Construction Profile - SW 72nd Ave. GRADING , DRAINAGE , STRUCTURES , PAVING , SIGNING , ILLUMINATION , PI° r L4 Construction Profle - SW Elmhurst St. (�, ROADSIDE DEVELOPMENT \ p V � RjM 1 �� ICuLn W it LS construction Notes - Sw72nd Ave. ��jy ST. / anc AeAs c L6 Construction Plan -SW 72nd Ave. SW 72ND AVENUE & SW DARTMOUTH STREET L7 Construction Profile - SW 72nd Ave. / LS Construction Notes - SW 72nd Ave, L9 Construction Plan - SW 72nd Ave. TRE L10 Construction Profile - SW 72nd Ave, INTERSECTION IMPROVEMENTS ti L11 Construction Notes - SINDrtmothSt.Dartmouthst. SW ELMHURST STREET TO SW DARTMOUTH STREET L12 Construction Plan - SW Dartmouth St. VICINITY MAP LSI-LS2 Landscape and Irrigation Plan WASHINGTON COUNTY SCALE: N.T.S. LS3 Landscape and Irrigation Detail Plan r� LS4-LS6 Irrigation Details APRIL LOq 4 LS7 Landscape Notes and Schedule S T D D R AW IN G R E F E R E N C E USS Landscape Details & Notes "'� Z.—i \I I STANDARD RWl Retaining Wall Plan and Elevation i ---"'--- DRG. NO. DESCRIPTION I END OF PROJECT RW2 CMU Retaining Wall Elevation STA. 18+90 SW 72nd RD100 _ Mailbox Support , RDIG7 Mailbox Installation RW3 CIP Retaining Wall Elevation Details RD150 — Slope Rounding ---___ RD300 — Trench Backfill, Bedding, Pipe Zone and Multiple Installations RW4 CIP Retaining Wall Typical Sections RD302 — Street Cut Wall Footin Details I I RD335 _ Standard Storm Sewer Manhole RWS CIP Retainin g g I RD336 Standard Storm Sewer Manhole RD338 — Standard Sanitary Sewer Manhole RW6 CIP Retaining Wall Details ----� RD344 — Standard Manhole Base Section RW7 Block Wall Plan and Elevation \� — _ _ ------�--------_— _ RD346 — Large Precast Manhole 9 RW8 Block Wall Typical Sections _ --- - - _ - - _ — _SW DARTMOUTH ST RD356 _ Manhole Covers and Frames _ --.— RD360 Manhole Frame Adjustment 3 D1 Details - Ramps ___ ___________ ___ RD366 Concrete Inlets Type G-1, G-2, G-2M & G-2MA = �� I " jjj �_1 _"" _"_ — Concrete Inlets Type CG-7, CG-2 And Curb Inlet Channel o D2 Details - Intersection Grading & Joint Plan BEGINNING OF PROJECT ]-\ RD374 — Area Drainage Basin Or Field Inlet i f% I RD386 — Fill Height Table for Circular Concrete Pipe v 03 Details - Reinforced Concrete Pavement Layout END OF PROJECT RD388 — Fill Height Tab/es for PVC Pie STA. 19+86 DARTMOUTH -- I s p o � D4 Details - Intersection Pavementj RD390 — Fill Height Table for Corrugated HOPE Pipe I STA. 25+33 DARTMOUTH RD610 — Asphalt Pavement Details W DS Details Utilities omne n ilUiliCombined Trench I j I I R0700 - Curbs D6 iDetalls - Pipe Data W j RD715 - Approaches and Non-sidewalk Driveways o > I j .----- ----------- _TR0720 - Sidewalks D7 Details - Roadway ¢ --------- - RD730 - Curb Line Sidewalk Driveways or Alleys (Options D & E) 0007 Hwys. y � D8 Details - Roadway/Drainage 2 I j - RD735 - Curb Line Sidewalk Driveways or Alleys (Options F & G) ODOT Hwye. N RD745 - Curb Line Sidewalk Driveways or Alleys (Options K & L) Local Jurisdictions > � D9 Details - Roadway n I I RD750 - Curb Line Sidewalk Driveways or Alleys (Options Al & N) Local Jurisdictions 03 D10-D18 Details - Storm/Sanitary 3 RD755 - Sidewalk Romp Details - � � N _---_---_ RD757 - Sidewalk Romp Placement Options, Curb Radii >15' o D19 Details - Storm Outfall I -1F- RD759 - Truncated Dome Detectable Warning Surface Details & Locations 52 D20-D21 Details - Storm Water Quality I I RD1000 - Construction Entrances RD1005 - Check Dams F � D22 - Details - Energy Dissipator - RD1015 - Inlet Protection (7 e 4) Bloftlter Bogs o I i RD1025 - Sediment Barrier (Type 1) E D23 Details - Water Details RDID40 - Sediment Fence, Supported Sediment Fence, Unsupported PP o ECl Erosion Control Plan Title Sheet EC2 Erosion Control Plan o UP1-UP4 Utility Plan _ ------ Y I SW ELMHURST ST G I LL —) =----- -- —1— � � S51 Permanent Striping Plan n oSS2 Striping Details _SS 3 Striping Removal Plan -------- pn SS4 Permanent Signing Plan I 11 777777 SSS-SS7 Signing Details ■ ■ �1ILl Illumination Legend I � —'--- IQIN ON — q 3 IL2 Illumination Details ' j j — —_ -- — �4 (�E 9755 sw eames ed ,sena Soo IL3 Illumination Plan r�Y/Ll(—�S 1/�' / Pamand,OR 97225 VO ` 50342M455 Fay 503-526.D775�vwpwd5 ATTENTION: / Y NOTIFY NW NATURAL AT (503)220-2415 WHEN EXCAVATING /1 BEGINNING OF PROJECT �//1.� 4 WITHIN 5' OF THE EXISUNG HIGH PRESSURE GAS MAIN. \ N ENGINEERING DIVISION STA. 9+95 SW 72nd \ KIM MCMILLAN, P.E. W ATTENTION: OREGON LAW REQUIRES YOU A FOLLOW RULES -9 V Q PUBLIC WORKS DEPARTMENT RULESADOPTEDARE THE OREGON UTILITY NOTIFICATION CENTER. THOSE LOCATION MAP 75 `L� �� ENGINEERING MANAGER 11 n RULES ARE 8Ei FORTH IN OAR 952-001-0010 THROUGH OAR _N_ �T� APRIL, 2014 13125 S. W. HALL BLVD. 952-001-0090 YOU MAY OBTAIN COPIES OF ME RULES BY SCALE: N.T.S. h l' �� TIGARD, OREGON 97223 v CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE CALL BEFORE YOU DIG II H S BATE VOICE: 503-639-4171 OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). 1 -SOO-332-2344 a CIP 9JrO3rJ FAX: 503-624-0752 aG CALL BEFORE YOU DIG 1-800-332-2344. 1 WWWRGARD-OR.GOV EXPIRES: 12/31 /2014 PROJECT NUMBER ROW - CIL ROW REVISED AS CONSTRUCTED JANUARY, 2015 46 ' 1 46 ' NIS RECORD DRAYANG HAS BEEN PREPARED, IMPART, BASED UPON INFOR.NAROM EURNISHED BY ME GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECBON STATE. YMIIE THIS Bike Bike - WECRNAROV IS BELLEVID ED BE REIIABL( WAPACFIC CANND7 ASSURE ITS ACCURACY, AND MUS IS NOT RESPONSIBLE FOR ME ACCURACY OF THIS RECORD DRAN7NG DR FOR ANY Sidewalk Lane Travel Lane Travel Lane Turn Lone Travel Lone Turn Lane Lane _ $ideWa/k _ ERRORS OR OMISSIONS RAN UAY HAVE BEEN INCORPORATED INTO IT ASA RESULT. MDSE ij 2.5 ' S ' 1 1 ' 1 1 ' 111' ' 1 1 ' j j , 5 ' 12.5 RELYING ON MIS RECORD DOCUMENT ARE ADYICP 70 OBTAIN INDEPENDENT VERIEICAROV. ** Var. ** Var. *"« 0 ' to 12 ' **** Var. Furn. P. C. concrete sidewalk (typ) 2 ' to ' 0 ' to 11 ' 14. 7' to 11 ' Zone Ped. Zone Nom. thkn. - 4 " P. C. C. Furn. Profile grade Curb s i Vare - 2 " a base Ped. Zone Zone Curb HMAC wearing course I 0. 5 ' 4. 5 ' 8. 0' 99• , 8. 0 ' 4.5 0.5 ' Level 3, I " dense 1 Varies 2-4 Ria X' S� 3 51 *Sl. Varies *SI. maX 1 ' Hinge �h x 3 51 Hinge 11 11' 11 i� t IN, p- 3ljri it Jt= ,i� , Lr � x . In1, Z ITS Standard cont. curb (typ) Extg. Asph. Cont. Surface 1 . 0 ' HMAC base course Sawcut 1'min. Sawa ut 1 min. HMAC base course Level 3, dense Level 3, } " dense Nom. thkn. 6' (2 lifts) * Slopes vary in superelevation areas. Nom. thkn. 6 '" (2 lifts) (See superelevation chart on shts. L3, L7, L10) Aggregate base course Aggregate base course ** "C" Ste. 11 +89.86 to "C" Sta. 14+44. 86 Nom. comp. thkn - 13" Nam. comp. thkn - 13 *** "C" Stu. 17 +89. 86 to "C" Sto. 13+20. 62 Subgrade geotextile **** "C'" Ste. 12+46. 47 to "C " Stu. 13+20. 62 Subgrade geotextile Compacted Compacted subgrade - 12" or subgrade l2 approved fill material or approved fill material " C " STA 11 + 89 . 86 TO " C " STA 16 + 73 , 81 ROW CIL ROW 'o ROW Acquisition 46 ' 20 ' Varies 0 � 33' I Retaining wall Q o Ste. 11 +28 to Sta. 11 +88 Sidewalk Interim Shoulder Travel Lane Travel Lane Interim Shoul er Sidewalk (see sht. RW7) p 12. 5 22 ' IT'' 1 j , Varies 51 Standard conc. curb (typ) HMAC base course 7.8 ' - 1 1 " Profile grade zn Furn. Level 3, I " dense P. C. concrete sidewalk (typ) o � Ped. Zone Zone Curb 3 HMAC base course Curb Nom. thkn. 6 " (2 lifts) Nom. thkn. - 4 " P. C. C. 8. 0 ' 4. 5 0. 5 ' Level 3, z " dense 0. 5 ' s HMAC wearing course 1Nom. thkn. 6 ' (2 lifts) - 2" u99. base ,S7 Level 3, � " dense aX' 3 `3.7 Varies 2-4 " 3: 1 Yn " o mOk Sl Varies *Sl. Varies�Brn51. °X v , ' 3 7 m � 1 ' Hinge �r.'-r" n °1u. .1 fFA i �r=E-17 � I ��' lNl L�`'Nl 1 ' Hinge � 0 Lot Exfg. Asph. Cones Surface \ � �1. 0 ' �N��D PROFF e o \�I = r Aggregate base course Aggregate base course � � \GINE Sowcut 1 ' min. Sowcut 1 ' min. 0 o Nom. comp. thkn - 13" Nom. comp. thkn - 13" � 4gg n "- � Subgrade geotextile * Slopes vary in superelevation areas. Subgrade geotextile NZ (See superelevation chart on shts. L3) Compacted subgrade - 12 ° �R (t7N Compacted subgrade - 12 " r _ t3 or approved fill material - or approved fill material " C " STA 9 + 95 . 08 TO " C " STA 11 + 89 . 86 RT . Q' TNSs vs " C " STA 10 + 38 . 14 TO " C " STA 11 + 89 . 86 LT , 3 EXPIRES: 12/31 /2014 Revisions and Addendums ENGINEERING DIVISION SW 72ND AVE , AND SW DARTMOUTH S T , SHEET w� Description Date No. 8 a El PUBLIC WORKS DEPARTMENT X1 W au 1C 13125 S.W. AON8223 INTERSECTION IMPROVEMENTSof 9755 SW Barnes Rd, Suite 300VOICE: 503-639-4171 Portland, OR 97225 FAX: 503-624-0752 69 °�' 503v.whpa55 Fax 503-526-0775 WWW 7IGARD-OR.GOV TYPICAL SECTIONS SW 72ND AVE. FILE No u V www.whpacrfic.com DESIGN: JTT DRAWN : JAJ CHECK: KSR PROJECT NO: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 Reinforced PCC pavement a . - (See sht. D3 for Retaining wall reinforcement layout) g » a Q Sta. 1 +40 to 1 + 71 a a (See sht. RW7) 4 b a a ROW CIL ROW a 5 ' 15 ' 4 8 » Compacted subgrade — 12 " or approved fill material I Curb Varies Varies Curb Agg, base Standard one. 0. 5 ' 12.2 ' to 9. 3 ' 1 18to 6. 7' 0.5 ' curb (typ.) �1.1 )IJi1�Ill , llll � Illl �llli� llji IIJ ISI 111� IIltlill �lll ��l�ryiilllil -";i Profile ( III � ,( S/ 1 ' Hinge ax, 37 mak Sl. 2. 0% I S�r2. 07 3. 1 m „ „ " SI. 3 max. �— - s7 37 � C STA 1 6 + 83 . 76 TO C STA 18 + 35 . 09 aX REINFORCED CONCRETE PAVEMENT It70 72ND / DARTMOUTH INTERSECTION Subgrade geotextile ///// Aggregate base course HMA C base course ) Nom. comp. thkn — 8 " N . T.S. Level 3, � " dense HMAC wearing course Curb 7. 0 ' 6. 0 ' 0.5 ' Nom. thickness 2 " Level 3, � " dense 0. 5 ' Compacted subgrade — 6" Nom. thickness 2 " Sl. P. 0%, 3: 1 nn K' or approved fill material Max. SSS 0 " M " LINE — ELMHURST ST . 3 ' maX a " M " STA 1 + 33 TO STA " M " STA 2 + 55 CIL " D " STA 19 + 85 . 94 TO l53D53 STA 21 + 44 , 94 ROW ROW K3 O Ory' W � i ¢5 ' 47' I Bike Bike jidewalk Planter Lane Travel Lane Travel Lane Turn Lone Travel Lane Travel Lone Lane Travel Lane idewolk o TTJS ' 7 1 ' 1 1 ' 12 ' 1 7 ' 7 1 ' 5 ' Var. *6. 0 ' ** 0 — 12 8 ° Concrete curb and gutter y P. C. concrete sidewalk (typ) � z Curb Curb Nom. thkn. — 4 " P. C. C. x � 0. 5 ' Profile 0.5 — 2 " o base grade 99 �z Extg. P. C. Cone. Surface Sl. 2. 07 1 mGx — S7 3 mw OO P. C. C. Joint Detail , 4 �GINE e (See sht. D4) 1 " Hinge Subgrade geotextil e 1P. C. C. � 48�"C"" ` � � y Compacted subgrade — 1 P. 2" . pavement Reinforced C. Ct h o or approved fill material �R wo Nom. thkn. 9 " m g „ „ „ „ „ Aggregate base course V D STA 20 + 98 . 77 TO D STA 22 + 93 . 60 Nom. comp. thkn — 8 " X75 ZooZ o „ „ „ „ N S . * D STA 19 + 86 . 00 TO D STA 21 + 44 . 94 3G * * " D " STA 21 + 44 . 94 TO " D " STA 22 + 88 . 62 EXPIRES: 12/31 /20 14 i � Revisions and Addendums � /, � SHEET ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . W ��, Description Date No. B X2 WHPacI is IJ125 WORKSDERARTMENT INTERSECTI ® N IMPROVEMENTS ? 13725 S.W. HALL BLVD. 2 VOICE:TIGARD, OREGON 4171 OF aXm 97555WBarnesRtl, suite300 VOICE 503-639-4171 TYPICAL SECTIONS - SW ELMHURST ST. & 69 F Portland, OR 97225 FAX: 503-624-0752 ama 503-626-0455 Fax 503-526-0775 WWW.TIGARD—OR.GOV FILE NO V www.whpacllc.com SW DARTMOUTH ST. DESIGN: JTT DRAWN: JAJ CHECK: KSRFPROJIECTNO: 95035 CONSTRUCTION NOTES FOR SHT, L2 , 1_31 L4 REVISED AS CONSTRUCTED O 25 Const. std. curb 17 Sta. "M" 1 +20 - 2+20 Stu. 11 +52, Rt. JANUARY, 2015 (For detail, see sht. D7) Lower water and gas lines Inst. 4 " son. lateral with cleanout - 26 ' INS RETURN DRAWN& HAS BEEN PREPARED, IN PART, RASED UPON INFORRA RNV NRNISNED e -e Pi slope 2. 009 min. BY RIE GENERAL CON IRACMR AND WA94INGTON COUNTY INI ERION STAFF. NHILE IBIS (By Others) P P INFORUARLR IS RELIEVED TO RE RELIABLE, IWPAQIIC CANNOT ASSURE)IS ACCURACY, AND OConst. concrete sidewalk LE. stub (4 ') - 2.34. 40 THE IS NOT REWSZEIE FOR THE ACCURACY 9 INS REBORN DRAYRNG OR FOR ANY For detail, see sht. D7 Ste. 12+00, 31. 74 ' Lt. Plug and mark ERRORS OR OMISSIONS WWCH AIAYHAW BEEN INCORPORATEO INIO IT ASA RESULT. THOSE 16 ( ) Const. type G-30 inlet (sump) (For details, see sht. D8 & D16) RELYING ON IBIS RECORD DOCUHENT ARE ANNSED TO OBTAIN INDEPENIffuT VERIFICATION OConst. sidewalk ramp - 2 Rim - 23778 LEGEND (See drg. nos. RD755 & RD757) Inst. 72 " stm. pipe - 64 ' 26 Cut off, demolish, and remove east add-on O Pipe slope - 1. 009 structure at existing 4x4 columns. Construct Const. std. driveway -4 Y 2 I.E. stub (12 ) - 233. 00 wall at cut-off location and secure with Cut line C Sta. 10+25, 21 . 43' Rt. (D/W CL., 35 ' wide) Plugand mark wood sheeting. Fill line r Sto. 11 + 11. 50, 21 . 98' Rt. (D/W CL., 20.5 ' wide) (See drg. no. RD364) Const. asph. driveway connection For details, see sht. D16 27 Sta. 12+82 ( ) Remove or abandon. lost. 6 " fire service - 720 ' (For detail, see sht. D8 and drg. no. RD715) 1g Const. std. manhole Sta. 2+49. 00, 5. 00 ' Lt. Inst. temp. blowoff assembly at right-of-way pipe shown thus O (For details, see shts. D5 & D23) OConst. commercial std. driveway Rim - 245. 66 Sta.O Remove ssh D< Sto. 11 +41 . 78, 33. 00 ' Lt. (D/W CL., 30' wide) Inst. 8" son. pipe (W) - 121 ' 26 Inst 17 +OS structure shown thus Const. asph. dwy. connection 8 " I. E. Out W - 239. 03 Inst. to fire service - 61 ' New light ole \ / (For detail, see sht. D8 and Plug and mark) Inst. temp. blowoff assembly at right-of- way 9 P �� drg. no. RD715 (For details, see shts, D5 & D23) 9 ) (For details, see shts. D8, D10, D11, & D16) CURB RETURN TABLE Sta. 10+95, 29. 00 ' Rt. Inst. 4 " stm. pipe - 4 ' O Const. retaining wall 29 Connect t0 wall drain CURB CURB POINT C.L. STA. C. L. OFFSET T.O.C. ELEV. RADIUS DELTA LENGTH 20 (For detail, see sht. RW7) - Inst. 4 " son. lateral - 51 ' Connect to inlet P.C. 11 +60.82 21 . 98 ' Rt. 241 . 12 4 " I.E. Out - 237. 77 1/4 4 11 +69.24 23. 44 ' Rt. 240. 79 O, Inst. utility vault Plug and mark 30 Preserve and protect extg. air re/ease valve O 1/2 A 11 + 76. 68 27. 66' Rt 240.50 25. 00 ' 7804522 " 34.36' Const. combined utilities trench (For details, see sat. D16) (See utility plan) 31 Ste, 10+ 19, 27' Rt, Oak 3/4 4 11 +82.26 34. 13 ' Rt. 240.26 O21 Sta. 11 +44, 17. 00 ' Rt. Sta. 10+90, 27' Rt., Mople P. T. 11 +85. 34 42. 11 ' Rt. 240. 16 Remove extg. barricade Const. std. manhole Trees to be removed for lumber for property P. C. 12+ 16.04 46. 70 ' Rt. 239.26 Rim - 240.88 owner. Coordinate with City and owner 1 4 A 12+20.40 33.85 ' Rt. 238.51 O Remove utility pole - 5 / o (By others) Inst. 8 " son. pipe (N) - 66' before removing. © 1/2 A 12+30.82 25. 17' Rt. 237. 69 25. 00' 125'57'39 " 54. 96 ' W 8" LE. Out (N) - 232. 66 e � 4 " I.E. In S - 236. 76 32 Inst. single mailbox support - 2 3/4 d 12+44.25 23.21 ' Rt. 236.80 0 0 10 Ste. 1 +93 O Sta. 10+83 Rt. i Plug and mark - P. R. C. 12+56. 72 28.56' Rt. 236. 02 Inst. 4 " son. lateral with cleanout - 21 ' Sta. 11 + 18 Lt. � a (For details, see shts. D8, D10, D11, & D16) � z (For details, see drg. no. RD100 & RD101) P.R. C. 12+56. 72 28.56' Rt. 236. 02 11 Adjust water valve box - 1 1/4 A 12+59.53 30.46 ' Rt. 235. 83 22 Install light pole - 3 I'. 33 Sta. 12+96 © 1 2 A 12+62. 62 31 .89 ' Rt. 235. 64 20. 00' 38'56 '33" 13.59 ' i e 12 Relocate water meter - 3 (See illumination plan) / zM (By others) Inst. 6 " fire service - 120 ' 3/4 A 12+65.91 32. 71 ' Rt. 235. 41 �� 23 Sta. 12+ 10, 28. 00 ' Rt. Inst. temp. blowoff assembly at right-of-way P. T. 12+69.29 33. 00' Rt. 235. 17 Remove utility Jbox Const. std. manhole Inst. I " service for irrigation O 13 iR Rim - 238.30 (For details, see shts. D5 & 023) (By others) ° 3 Inst. 8 " son. pipe (N) - 340 ' 14 Adjust gas valve box Inst. 6" son. lateral (S) - 51 ' 34 New 8 " D.I. water service, 4 " D.I. water s (By others) 8 " L6 Out (N) - 231.51 service, fire hydrant, blow off assembly, and scathode protection. 03 8 " 1. E. In (E) - 237 . 74 P z0 15 Stu. 11 +85. 12, 48. 10' Rt. 8 " I.E. In (S) - 231.20 (By others) GENERAL NOTES: Q PRO V q2 Const. type CG-30 inlet 6 " LE. In (NW) - 231 .50 FF 35 Install std. curb for wall behind concrete aw Rim - 239. 45 Plug and mark 1 . Maintain mailboxes Burinconstruction. GINE �/ _ � sidewalk g mo (For details, see sht. D15) (For details, see shts. O8, D10, 0111 & D16) 48 E 16 Sta. 11 +69. 01, 24. 98 ' Rt. 24 lost. 6 " x 4 " reducer & 4 " NOTE:son. lateral to serve " Const, type CG-30 inlet Tax Lot 400 T.3 Rim - 240. 67 Inst. 6 " x 4 " WYEE & 4 " son. latera/ to serve All dimensions are shown in feet unless B nst. 70 " stm. pipe - 28 ' Tax Lot 402 otherwise noted. �gaV75 LSO mac: (For details, see sht. D15) !i T NoStation / offset is to center of structure 'C_ i'I S . unless otherwise noted. a � 3 � EXPIRES: 12/31 /2014 00 i � Revisions and Addendems 7 ' ((�� SW 72ND AVE . AND SW DARTMOUTH ST . SHEET via Description Date NO. B � u D�� MPROJECT ENGINEERING DIVISION 1^jlr PUBLIC WORKS DEPARTMENT LI 13125 S.W. HALL BLVD. INTERSECTION IMPROVEMENTS 3TIGARD, OREGON 97223 OF 9755 SW Barnes Rd, Sulte 300 VOICE: 503-639-4171Portland, 45 97225 WW 503-62R.GOV CONSTRUCTION NOTES - SW 72ND AVE. s9 503-626-0455 Fax503-526-0775 WWWTIGARD-OR.GOV ELLE NO wauw.whpacifc.comSTA 9 +95 TO STA 13+00 DRAWN : ✓AJ : 95035 TL 1100 Temp, const. esmt. REVISED AS CONSTRUCTED MAP 2S 1 01AB I I Perm. slope esmt. I _ P TRI COUNTY CENTER TRUSTJANUARY 2015 , CLACKAM AS COU I TL 401 NTY BANK CLACKAMAS COUNTY BANK I I MAP 2S 1 013A TL 402 TL 400 THIS RECORD ORAIVWG HAS BEEN PREPARED, IN PART, BASIN UPON INFORNARON FURNISHED FILE 1 MAP 2S 1 01BA I 1 MAP 2L i 01BA BY THE GENE RALGGNTRA TO O RA NOWASNINGIDNCOUNTY INSPECION MIS FILE 3 01A215C FILE 3 INFORMNOT IS REWOSIBL TOR RIE ACCUMU,RACY NHP ACI INS RECORD DRAM% ? FORACY,AN AND + + + MUS IS NOT RE SIONS'BIE FOR RIE ACCURACY O` THIS RECORDT IT AS OR FOR ANY RERRORSERUNS OR WS N}IIDi NAY BALE BEEN INCORPORATED INTO IT AS A RESULT MDSE �" I 11V RfL11NG ON THIS RECORD DOCUMENT ARE ANNSI➢ TO STAIN INNFPENOENT EFRIFlCAROY S 2 1N 7 9 22 12 p 28 32 — — r i� S 18 14 24 I 22 9 26 7� 33 9 is, �- F F R-285. 16 ' 4 =24 °06 '20 » 19. 97 ' Extg. R/W ---- End sidewalk I o 12 64 ori/7 �_ / Q N/ \ n' ITl Paving limit off/r o o 7c�. ,r on cr1/7 OH/T OH/T "C" LINE _ D _ SW 72ND AVENUE - "M" 1 +00\00 36 ' DI _ vd 6 "- 79 ' Wj Nor '26° m — — — — �—� — — — -- — + d � 7 Pro vf 77 , — — J w a 1 17 23 ++ 4"-51 ' 8 ' -66' � 1 . Y �� . 12"��.—� 0 w _ _ -'� /HO 3!H 3 10 IHO 3 3/ S3�H0 ,— 3�H y L/ 4n --� / __ _ , _ m Match extC 8"-3 0' g. sidewalk I 4� ' { — - - — — — _ _ s _ I g—ss ss ss = sidlk I - - r o r Ir — 1 � 1\ C 7 R i Fri 35 21 t cB r I e3 � I � I � N ti b . 3a 8 30 9 31 4 2 1 12 32 31 20 I 13 4 6 12 25 16 3 CaI o - - - - - - — � � I 01A214C 10 -28 29 �\ \ z i mb 9 7 2 a TL 700 am MAP 2S 1 01AB TL 600 7 an FILE 2 MAP 25 1 01A822 Exfg. R/W 00 � s Perm. slope es" ". � FIL01A213C 15 � Temp. const. esmt. I I II I � z I 1 + 77, 10.50' Rt. s 3 R/W o 10 1112 + 00 e p "M" LINE I 0 qW SW 72ND AVENUE PLAN 34 � I ti121 ' 1 ��NDWNE PROFF qo SCALE: HORIZONTAL 1 "=30' 1 I y 8 — 121 X48 'C" ` hF V 19 , R � m �} � I J Doti SCALE: 1 " = 30' S , a ?N S � a m 3 � Paving limit 30 15 0 30 EXPIRES: 12/31 /2014 i � Revisions and Addendums SHEET wa Description Dote No, B 1NHPacific PUBLIC NKSDEION SW 72ND AVE . AND SW DARTMOUTH ST . �1 PUBLIC WORKS DEPARTMENT LZ Ws 3125 S.W. BLV INTERSECTION IMPROVEMENTS 4 a �, TIGARD, OREGON 97223 OF aA 9755 SW Barnes Rd, Suite 300 VOICE 503-639-4171 a = Portland, OR 97225 FAX: 503-624-0752 CONSTRUCTION PLAN — SW 72ND AVE. FILE6o 503-626-0455 Fax 503-526-0775 ® WWWTIGARD—OR.GOV av w .whpaclflceom STA 9 + 95 TO STA 13+00 DESIGN: JTT DRAWN: JAJ I CHECK: KSR PROJECT NO: 95035 4 PVI STA: 11 +3 .00 260 260_ _ _ o K: 35. 53 240.00' V + Sta. 11+85.3, 3.9' Lt. 0' o rn Top Extg. 2" Gas Sta. 1 +85.12, 48.10' Rt. 15 o rn II Profilegrade @ Apo x, 236.9 235.6 (SW) Out 10" M 250 a + N centerline Sta. 1+78, 12.8' Rt_ + N 250 V) —� w — ----- -- Topxtg. 12" Water Ste: 11+91 .0, 14.0' Lt w -- J Appr x. 235.6 Top Exig. 4" Gas N j d 0. 32% m m 16 St 1. 11+69.06, 4.84' Rt, Approx. 236.2 w 235.40 (NE) In 10" Sta. 12+00, 31.74' Lt, w o _ - -- - - - - - - - — _ _ 233..40jNW) O t 12" 1 M � _. .— — _ _ 232,66 (W) In 12" —0. 39% — — _ 232.76 (SE) In 12" + 240 — — _ _ — 232 &(N}oe 1 " _ Proposed 0 240 o storm sewer N S-. 1 .00 /o T Approx. Rock Field Limit II Extg. ground 0 - / 1i "-28' Along Left Curb ¢ II centerline 230 _ r 230 " C " LINE PROFILE - SW 72ND WEAll SCALE: HORIZOI TAL 1 "=40' o J J = = y� VERTICAL 1 °=10' w 20 0 3 � � � � o k ,is It It6 cd . 220 -- -- - --- -- ✓ y g i G P21 220 2123 s . - i e210 --.- _9 + 00 2% -- TENSION N _ _ _ _ 2% ........................ .....................o ....................... ........................ ...................... ........................ ... e TO 0 L CUB._ �� ' 1.5/ T a --- - - 3 PROF- Cj ° � Cen ergine o � F.�GINE o � i � -- -1.5% LT i2% =2.0% RT o 48� E —2.07 LT N � N z �R Y'�.�N UPERELEVATIO y J 200 �� Exc. 1, 625 cy b TH S Emb. 97 cy 3 EXPIRES: 12/31 /2014 10 + 00 11 + 00 12 + 00 13 + 00 00 i � Revisions end AddendumB SW 72ND AVE . AND SW DARTMOUTH ST . SHEET Description Date No. B WHpikaffMPROJECT INEERING DIVISIONPUBLIC WORKS DEPARTMENT L3 13125s.W. ^« BV INTERSECTION IMPROVEMENTSaF TIGARD, OREGON 972239755 SIN Barnes Rd, Suite 300 VOICE 503-639-4171 50�62fi-0559 Fax503-526-0775 25 WAWW.T,GgRt10R.—�X52 CONSTRUCTION PROFILE — SW 72ND AVE. 69 50M26pacHlc.com FILE NO DESIGN: JTT DRAWN : JAJ CHECK: KSR : 95035 STA 9 +95 TO STA 13+ 00 _ REVISED AS CONSTRUCTED JANUARY, 2015 M 14-58-,0 -PVI—S-T-A• 9=-J0. 00 INISRECOOLRAMNCRASBEENPREP90, IN PART, 9AN UP[W INFORNAPONMRNX9 PVI ILEV: 239. 27 PVI ELEV: 245. 1C 9YNIMVRALCUINACIOWAM )YASUCnwC99NNIA19ENONSW. MIENS INEORNA NOW 15 9QIE0 10 BE RQIMT NRPAL)RO CANNOT ASSURE 173 ACCURACY, AN 8.65 K: 11 . 23 TAUS 1S NO7REYMMLIIOR NIEACWTACY Of NIS RECOW ORAINNC IV FOR ANY ERRORS OR OMSVOlS NR)CR NAYRAW BEEN INCOOPMA791870 IT ASA RESULT. )ROSE 5 .00r VC 50.00' VC RENO ON mrs RECOM DOC RNIW ADVO TO OBTAIN INOMDEF KR00ANNA 0 270 0 �o o QN o 270 r7 rJ � � d- ✓n N I W W W W m 0 > W m W m W 260 c� 260 `+ o N � II N II 0 o Extg. ground 250 6 0 IT centerline j J 250 —� + c ro Q II ¢ II — cn — 240 ° w 240 o ° Profile grade @ centerline 23 � O a 230 230 iz „ � Proposed sanitary sewer � � OJ M o CR m 7, o w_ z_ z z 220 N + N 220 02 � 3 � m mmcn O r y 23 e3 Q � ��F�D PROFF G o Z Exc. 580 cy F,�O i N E NK 48 E En � m � V N 1 + 00 2 + 00 3 + 00QU�� ' 98 Rf g „ " M " LINE PROFILE - SW ELMHURST ST . J�L � , og SCALE: HORIZONTAL 1 "=40' ` TH S VERTICAL 1 °= 10' 3G EXPIRES: 12/31 /2014 � e ° o i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET wa Descri tion Date No. B 1NHPaclfic ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT L4 IJ125 S.W. HALL BLVD. INTERSECTION IMPROVEMENTS 6 TIGARD, OREGON 97223 OR 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 a = 603-62Portland. OR 97225 WW 503-62R.GOV CONSTRUCTION PROFILE — SW ELMHURST ST. EILE6 0 50-626-0455 Fax 503-526-0775 WWW TI503-624-07 a e mmmmnpacific.com STA 1 + 00 TO STA 2 +55 DESIGN: OTT DRAWN : JAJ CHECK: KSRFPROJ;CCTNO: 95035 G CONSTRUCTION NOTES FOR SHT. L6 & L7 REVISED AS CONSTRUCTED JANUARY, 2015 O Const. Std. curb 1Q Ste. 76+ 15.31, 4. 33" Rt. MIS RECORD DRAPING HAS BEEN PREPARED, IMPART, BAIDUPal INFGRNANCWNRNISHm Adjust manhole BY ME 6IMMAE COlVARCTOR AND WASWNGTOW COUMYINAECROR STATE. NIXE THIS 7) l (For detail see sht. DTHUS IS ARONVT IS P6N,9a TO BE RE ACCURACY NNPACIfIC CANNOT ASSURE ITS ACCURACY, AND Extg. rim — 27 1 . 06 MUS IS NOT RES"OW51L1fE fa4 ME ACCURACY p< MlS RECCRD DRAPING OR fa7 ANY OConst. concrete sidewalk New rim - 211 . 42 ERRORSORD1R59LWSWWNAYRAW &7NwCORPCRA7EDINTOITASARE9AT7HSE (For detail, see sht. D7) Inst. 8 " son. pipe - 67' REniNGOVIRURECaro DOCUNENTAREADNSED mDBIAMWDEPFNDENTEDRONay. Connect to extg. manhole ORemove water meter — 2 (By others) 15 Overexcavate and remove material in wetlands area as directed by engineer. O¢ Adjust water valve box Estimated fndn. exc. 180 CY (west side) OInstall light pole — 3 135 CY (east side) (See illumination plan) 16 Sta. 15+50. 00, 28. 00 ' Rt. ORemove utility pole — 2 Const. std. manhole (By others) Rim — 214.30 8 "' TE. Out (NW) — 205. 00 ORelocate utility riser 8" I. E. In (S) — 205.85 (By others) 61' 1, E. In (E) — 205. 08 Plug and mark $O Remove utility power vault (For details, see shts. D8, D101 D71, & D16) OInst. utility vault 17 Ste. 14+ 16, Rt. Const. combined utilities trench Inst. 6 " son. lateral with cleanout — 27 ' (See utility plan) Pipe slope — 2. 007 min. 10 I.E. stub — 217. 08 Remove telephone pedestal ma Plug and mark (By others) (For details, see shts. D8 & D16) 11 Sta. 14+39, 34.37" Rt. 1g Sta. 15+51, Rt. Const. type CG-30 in/et Inst. 6" son. lateral with cleanout — 21 o Rim — 222. 12 Pipe slope — 2. 007 min. Inst. 10" stm. pipe — 21 ' I.E. stub (61) — 205. 50 Q 3 Pipe slope — 2. 007 (SE) Plug and mark go I.E. stubs — 219. 32 (For details, see shts. D8 & D16) a Plug and mark � i (For details, see sht. D15) 19 Ste. 14+47, Rt. Inst. 6 " fire service — 38 ' oC 12 Sta. 14+39, 31 . 74 ' Lt. Inst. temp. blowoff assembly at right—of—way zo Const. type G-2 inlet (sump) (For details, see shts. D5 & D23) Rim — 220. 59 Inst. 12" stm. pipe — 322 " z cam, Pipe slope — 1. 007 (E) 20 3 Pipe slope — 2. 00% (W) � o I. E. stub — 218.38 s Plug and mark 0 3 (See drg. no. RD364) � o (For detail, see sht. D16) LEGEND Qo 21 Stu. 15+37, 31. 74 ' Lt. �� PR�FF Const. type G-2 inlet (sump) a � Rim — 213. 68 Cut line GINE 01 lost. 12 " stm. pipe — 98 ' Fill line F 48j�'C'" ` � 7 � hR Inst. 10 " stm. pipe — 81 ' NOTE: ^ V y 2 Pie slope 1 . 00% (E P e —P ) Remove or abandon. R I.E. stub — 211 . 99 pipe shown thus All dimensions are shown in feet unless `R Plug and mark otherwise noted. v 2pGry (See drg. no. RD364) 15 , Remove stm. bo (For detail, see sht. D16) structure shown thus Station / offset is to center of structure 1-i S . d / unless otherwise noted. 3G New light pole 0-0 EXPIRES: 12/31 /2014 Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET Description Date No. B 1NHPacificMPROJECT ENGINEERING DIVISION PUBLIC WORKS DEPARTMENTL5 13125 S.W. HALL BLVD. INTERSECTION IMPROVEMENTS 7 ° aTIGARD, OREGON 97223 OF o m 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 Port503-162fi�0455OR 9Fax503-526-0775 WWW.TIGARD25 FAX. 60R.GOV52 CONSTRUCTION NOTES SW 72ND AVE. 69 w .whpacficnom RILE NO T DRAWN : JAJ CHECK: KSR : 95035 STA 13f00 TO STA 16150 REVISED AS CONSTRUCTED JANUARY, 2015 MIS REM ORANING HAS BL7N PREPARED, IN PAST BASH UPW INFORNAFOU fI RASNFD BY INE GENERAL CO NACTOR AND MSUNOTOV COUNTYINS°ECNCIN STAFF. NWIf NNS INFORMANCN IS BELIF0 TO BE RUJARIE WIN= CANNOT ASSUREl7SACClIRACY, AND MUS AS NOT RES°CNSIBLE FOR I f ACCURACY 4= MIS RECORD DRANINO OR FOR ANY ERRORS OR OMISSIOIS NUICH MAYMA If BEfV INCGRPORAIED INTO IT ASA R15UT. MOSS RE WO 6V MIS RECORD DOCUMENT ARE ADVISED TO OBTAIN AVERIMT KROCANW.. CLACKAMAS COUNTY BANK . •I TL 3 1 Tem const. esmt. � :I ? MAP 25 1 01BA 01p' � + FILE 3 + + 15 �!! O O Perm. slope esmt. �o 6 9 1 2 o O1A217C 12 5 7 O OIA218C 21 \-� o _ _ _ _ - _ _ - - r rrl - - - : • . 12"- 17' -- r � = r � F --- - - - - - - Extg. R/W At DETR Z 72 -239 12 "-98 ' � — Z N /Ho2ND AVENUE ti { "C" LINE ��cl 2 " o D C e OZ O 0 G G - m G — G C � -i - D 36 „ DI 112 '-66' N1 °0006"W > 0 '-87 �I — w — w -- - w —- - - w � W - - - w � w -I _ - JAL_ V - + I O _Z –I W 5 n O 12 " DI I w I� W�— W �-- w W O m ------ --- -- - - - -- - - - - ---- - ---- -- — p=1 �—CR- >{N{E -- '-- �H1E�. -- OH/ OHE OF/ OHHss � f*i 8 "-340 6' -21 - N ss ss ass— s ss ss —s ss Ss s ss s ssI ss ss ss ss !=n 6 21 ' m m� c All Perm.g - - - - - - - - - - - - - - - - - - - slope : ; :TL: 3pi ; 1 esmt. : ' ' AAo1 5 29 17 11 19 6 3 4 10 FILE 8 vo Temp. const. esmt. I 5 S 15 14 O1 A216C sz GORDON MARTIN GORDON MARTIN Perm. slope esmt. oTRI–COUNTY CENTER TRUST 10 'j-21 ' TL 101 ¢ Ext R W wo TL 200 MAP 2S 1 01AB g' Qo MAP 2S 1 01AB I FILE 7 I / `��D PROFF V nz FILE 6 I I � GINE o2 48� En w2 R J >o SW 72ND AVENUE PLAN SCALL: 1 " = 30' X15 . SCALE: HORIZONTAL 1 »= 30' TI'I S . 0 3 p 30 15 0 30 EXPIRES: 12/31 /2014 c4 00 Revisions and Addendums SW 72ND AVE , AND SW DARTMOUTH ST . SHEET u = Description Date No. B 1NHpacific ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT L6 W 131255. WHALL BLVD. INTERSECTION IMPROVEMENTSTIGA8 u 9755 SW Barnes Rd, Suite 300 VOICE 503Port -639-4171 03 OF va 503-1and, OR 626-04559Fax 5503-526-0775 FAX. 50,3-624-0752 CONSTRUCTION PLAN SW 72ND AVE. 69 a p w .whpacfcxorn FILE NO DESIGN: JTT DRAWN: JA,1 CHECK: KSRFPROJIECTNC: 95035 STA 13-1- 00 TO STA 16+50 REVISED AS CONSTRUCTED JANUARY, 2015 IRIS RECORD DRANING HAS BEEN PREPARED, IN PART, BASED UPON INFORMIAYON FURNISHED BY THE GENERAL COVTRACTCR AND WASHINGTON COUNTY INSPECTION STAFF. IWIIE THIS o INFORNATIOV IS BEUE0 TO HE RELIABLE, MHPACIFIC CANNOT ASSURE ITS ACCURACY, AND , aj DIUS IS NOT RESPON99 E FOR THE ACCURACY or THIS RECORD WARNG OR FOR ANY N ERRORS OY DRISSIWS NHICH NAY HAZE BEEN INCORPORATED INTO IT AS A RESULT. NIOSE 240 M o VI STA: 14+70.00 _ 240 RaWNG ON THIS RECORD DOCUMENT ARE ADRSED TO OBTAIN INDEPENDENT IERIFICARON, - -_-- — __ VI-EEEV- — _ _— N K: 40. 12 v > 50.00' VC PVI STA: 15+ 8 .00 Profi e rade a o o PVI ELEV: 211 . 5 w 9 0 o K: 19. 42 centerline ' 230 116.00' VC 230 Ste . 14+39, 10.6' RL -- -- - ` To Extg. 2" Gas \ > >69 Ap rox. 217.8 v 07) 4 M Sta. 14+39, 10.6' Rt.w ` Top Extg. 6" Pipe (unkn wi utility type) 24 ' A rox. 218.2 v CO 01 —_o w 220 M Y w erA l �6 ` ^ o SL ' 7.00% Proposed storm X519 - , On z 8 '340' sewer (n N N SG. . 70% 210 7 - - - _ -0.54% 210 to-r44ss 3tW9 R . - 12"°8 - - -- - - - - 11 218 90 (E, SE) In 10" Sta. 14+39, 10.6' Rt. SL, 4,00% 218.70 (W) Out 12" Top Extg. 12" Water Approx. 217.0 c 12 Sta. 14+39 31 .74' Lt. - 218.04 (E) In 12" 21 911 15+37 1 .741 Lt.. o 20 Q 200 216.00 (W) In 12" 211 .18 (E) I 10" - � 3 215.49 (51 In 12" 208.31(3)_1 2" W z [ — Q 215.29 (N) Out 12" 208.12 INC ut 12" o 2 h 0 � $ Proposed w = " C " LINE P OFILE — SW 72ND AVE sanitary sewer SCALE: HORIZONTAL 1 " - 40' VERTIC L 1 =10 2% + + 2.0% RT 2% 03 v � 0% en ,1r7ne �% s � 0 3 1.5% DTo �� PROFF C9 -2% -- — — z.o% T _ -2i �,a�. SUPERELEVATIO 48 h � �E ' via �RV Exc. 2, 415 cy � o . `r _ Est V 2�0`L Emb. 576 cy H S . 13 + 00 14+ 00 15 + 00 16 + 00 v � ac EXPIRES: 12/31 /2014 00 i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET wa Description Date No. B WHPacific ENGINEERING DIVISION ,1 PUBLIC WORKS DEPARTMENT L7 W4 13125 wHALL GON9 V°. INTERSECTION IMPROVEMENTS of �. VOICE:, OREGON 97223 a>� 9755 SW Barnes Rd, Suite 300 VOICE. 503-639-4771 Port503'626.0455OR 9 Fax503-526-0775 ® WWW.TIGARD25 FAX. 60R.GOV52 CONSTRUCTION PROFILE SW 72ND AVE. 69 6: 1! www.whpaclFlc.corn FILE NO DESIGN: JTT DRAWN : JAJ CHECK: KSR PROJECT N0: 95035 STA 13+ 00 TO STA 16+50 CONSTRUCTION NOTES FOR SHT. L9 & L10 REVISED AS CONSTRUCTED 1 OOConst. std. curb 19 Sto 16+90, 29.88' Lt. 27 Sta. 'D " 25+54.84, 37. 00 ' Lt. JANUARY, 2015 For detail see sht, D7 Const. W. Q.Qmanhole - 60" dia. snout type O Const. type CG-48 inlet manhole M5 RfCQ40 ORANG HAS BEEN PREPARED IN PARI BASED UP04/ F4MANN FlRNISNfO Rim - 209. 88 Rim 214. 47 ernrfaNfRAtcavmACFocAND wuuixcravWARTY lusrfcnaysrArr. MILE nlrs O Const. concrete Sidewalk Inst. 10 " stm. pipe - 8' lost. 12 " stm. pipe - 32 ' INFORMANDVISR1II070BERE0ABlf, WPACEIC CNNOT ASSURE ITS ACCURACY AND 7NUS ISN07RfSPGV9BIf FOR If ACCURACY OF THIS REM DRANING OP FOR ANY (For detail, see sht. D7) Pipe slope - 22. 00% Pipe slope - 2. 03% ERRORS OR6YIS96WSMIGYUAYxAffffN1RVffORA7E0INTO ITASARMT. MORE Inst. 12 " stm. pipe - 153' I.E. in - 209. 03 (12 ') RUWG6W7HISREcarOMMENTAREADVOTDDBTNNIxDPENDENTUiRCARav O3 Const. sidewalk ramp - 6 Pipe slope - 7. 007 (to vault) I. E. out - 208.83 (15 ') (See drg. no. RD755 & RD757) (For details, see sht. 021) (For details, see shts. 014 & 015) OConst. curb and gutter 20 Eta. 15+90, 40. 65 ' Lt. 28 Sto. 18+00. 19, 27.84 ' Rt. j along curb returns Const. W. Q. stormfilter vault Const. W. Q. manhole - 60 " dia. snout type CURB RETURN TABLE (For detail, see sht. D7) Inst. 12 " stm. pipe - 7' Rim - 213. 54 (For details, see sht. D20) Inst. 15 " stm. pipe - 100 ' CURB CURB POINT C. L. STA C.L. OFFSET T.O.C. ELEV. RADIUS DELTA LENGTH OAdjust utility manhole Inst. shallow to avoid water line P.C. 16+ 73.81 33. 00' Lt. 210. 62 21 Ste. 17+00. 93, 34. 19 ' Lt. Pipe slope - 2. 407 (E) 1/4 A 16+92.45 36. 60' Lt. 210. 06 O Adjust water valve box - 2 Const. flat top manhole - 72 " dia. Inst. model 78R snout (SW) Rim - 209. 55 Manhole sump elev. - 202.21 O 1/2 A 17+08. 40 46. 90' Lt. 209.30 50.00 ' 87'32'59 " 76.40' OMove fire hydrant For details, see shts. D11 thru D13, & D17 3/4 4 97+ 19. 36 62.39 ' Lt. 208.28 Mo others) Inst. 12 ° stm. pipe - 12 ' ( ) (ByConnect extg. 49 x33" to manhole P. T. 17+23. 76 80. 86 ' Lt. 207. 11 O Remove utility pole & luminaire - 2 Inst. 42 " stm. pipe - 45 ' 29 Sta. 77+87.31, 24. 10' Lt.Adjust manhole P. C. 18+01 .56 64. 71 ' Lt. SEE SHL D1 Pipe slope - 22. 69% (By others) 1.E. @energy dissipater - 188. 75 Ext9• rim - 211 .39 1/4 in 18+03.26 57.84 ' Lt. SEE SHT. D1 O (For details, see shts. DIG thru D13) New rim - 211 . 48 © 1/2 A 18+06.53 51 .55 ' Lt. SEE SHT. D1 30.00' 54' 13'36" 28.39 'Remove light pole Remove ext 15 " stm. pipe E , / See illumination Ian 9' PP O 3 4 4 18+ 11 . 18 46.21 ' Lt SEE SHL 01 ( plan) Eta. 16+86. 9, 78. 60 ' Lt. 12" stm. pipe (NE) 22 P. T. 18+ 16.95 42. 14 Lt. SEE SHT. D1 OInstall light ole - 3 Const. energy dissipater & riprop basin Inst. 15" stm. pipe - 54 ' 10 9 P (For details, see shts. D19 & D22) Inst. flex N- 12 pipe to avoid water line P.C. 16+ 79. 48 33. 00' Rt: 211 . 91 (See illumination plan) Connect to extg. manhole 1/4 4 16+97.26 36.27' Rt. 211 . 77 OInst. 12 " stm. pipe - 4 ' (For detail, see sht. D5) © 1 2 A 17+ 12. 71 45. 64' Rt. 212. 11 50. 00' 83019 '06" 72. 71 ' 11 Adjust sewer manhole, minor - 3 23 PP / Pie slope - 4. 00% o (For detail, see sht. DS) P P 30 Remove utility Jbox - 2 3/4 4 17+23.82 59. 90 ' Rt. 212. 67 Connect to 42 " stm. pipe w/ inserts tee 12 Const. lower sidewalk at back of curb LE. @ inserta fee - 198. 65 (12 ) (By others) P. T. 7+29, 14 77. 18 ' Rt. 273. 32 Const. curb with romp throats and wings (For detail, see sht. D16)eP. C. 17+95. 91 80.86' Rt. 214. 42 31 Const. scored concrete /� ready for future curb ramps. 7 4 4 18+00.31 62.39 ' Rt. 214.41 zo For details, see shts. D1 & D7 O Ste. 18+87. 12, 24.24 ' Rt. (Stain & pattern T.B. D.) O ( ) 24 D 7/2 d 78+ 71 .28 46.90 ' Rt. 214. 75 50. 00 ' 87'32 '59 " 76.40 ' g Const. type 11 area drain 32 Rotate inlet east 3/4 A 18+27.23 36. 60' Rt. 215. 43 h �i 13 Preserve and protect extg. inlet Connect extg. stm. pipe Rim - 217. 18 Modifygrate top & reconnect pipe P. T. 18+45.87 33.00 ' Rt. 216. 18 F � O (For detail, see SOL D18) 14 Const. retaining wall (For detail, see sht. D15) ze (For detail, see shts. RW7 & RW3) oM O33 Prior to construction of inlet, contractor shall pothole � \ 25 Sto. 18+44. 15, 31. 43 " Rt. and verify depth of extg. 8 " sanitary sewer lateral. 15 Install signal pole and equipment - 4 Const. type CG-2 inlet m (By others) Rim - 215. 61 Notify engineer if less than 18" vertical clearance. ee, Preserve and protect extg. lateral during construction. g � Inst. 12 " stm. pipe - 44 ' � 0 16 Const. retaining wall modifications (For details, see shts. D13 & D14) t „ (For detail, see shts. RW7 & RW2) 34 Preserve and protect extg. inlet w ee26 Sta. 'D " 24+84. 18, 27. 80" Lt. 35 See sht. D1 17 Inst. utility vault Remove extg. 12 " stm. pipe (W) LEGEND QoConst. combined utilities trench Connect to new 12 " stm. pipe G eo (See utility plan) PP 36 Adjust monument box - 2 ��-� PR�FF , W O LE. out - 209. 68 (extg.) O Cut line 1 $ Sta. 16+84, 35.50 ' Lt. 37 Inst. 8 '" SS pipe - 38 ' $Q� 7 o Pipe Slope at 57 Fill line F 48y� E n ho Const. type CG-48 inlet v V o Rim - 210.33 (PCV 3034) NOTE: J No (For details, see sht. D14) Remove or abandon. R 3 pipe shown thus All dimensions are shown in feet unless o - otherwise noted. Eo Remove stm. )-H 15 , ao structure shown thus >< Station / offset is to center of structure S . v $ unless otherwise noted. 3 New light pole 00\ EXPIRES: 12/31 /2014 00 Revisions and Addendums SW 72ND AVE . AND SW DARTM ® UTH ST . SHEET z % Description Date No. B 1NHPaclficMPROJECT ENGINEERING DIVISION wa PUBLIC WORKS DEPARTMENT L8 3125 SW ^ fBE� INTERSECTION IMPROVEMENTS 70 TIGARD, OREGON 97223 OF 9755 SW Barnes Rd, Suite 300 VOICE. 503-639-4171 Portz � 563-1626-Oo4559Fas 503-52&0775 WWW. TIGARO60R.GOV52 CONSTRUCTION NOTES SW 72ND AVE. 69 www.whpacrfic.cem FILE NO DRAWN: JAJ CHECK: KSR : 95035 STA 16 +50 TO STA 19 +00 / MATCHLINE STA. 22 + 70SEE SHEET L12 REVISED AS CONSTRUCTED 4 JANUARY, 2015 Const x O1A22JF L'5m7 /; ; 22 �• ' + 0. 4 N / IBIS RECLWO ORA NNE HAS BIT#PREPARED, IN PART, BASED UPON INFUNANN NRNE)RID 7 • : • / r"_^^_Y,..'I o �/` BY BEOfIR94L COVIRACT44 AND WAWLROW COUNTYIMSTIVION STAIF. ANILE THIS R/W l • ,, ; O� 9 °j Match ' \ INTMIM90.4 /SREIIEWO TO BE RETIRE,, NHPACTIC CANNOTASSUREAS ACCURACY, AND 3 I N� ext RIUS IS NOT RESPONFLE FOP BE ACCURACY OF RIISRECO70 AM 9% O4 FOR ANY g. p ERRORS OR ON-WOKS NHICB MAYBAW BEEN INCORPORATED INTO IT ASA RESULT. TRUsE ,} sidewalk \ AR)ING ON IBIS RECORD DOG/.IIENTARE ADNSED TO OBTAIN INDEPEABLAIr MROAPON. 23 + 00 15 OIA219CP P a �`, �' II 30 � ° ❑ I K 12 " 153' `1 - �� 3 ��'rnit� 3 1 1 - --- I- -----� -� a 4 B 42 45 I o' n / T 29 21 = Match extg. Z O1A082 3 / 34 2 11 sidewalk Extg. RIA/ m '.. 07A227 _ SD — SD SD 1 2 15 19 12 " 12' "C" Sta. 17+ 5.34 I 36 I 3 D 68C SS _ D SD _ D 12 „ T _ ,D ' Sta. 23+ 2. 61 115 "-54 ' SW 72 D AVE UE Paving limit 10"-8 ' _ o1A22 w0 c 2" 2 ,. 2N, g + N1 '00;'�6 ' P C/AC joint _ 1C/AC joint —'c � 0 0 G - + " w — W - OC., LINE z — CD ss 35 _ ss ,-7.90 W _ 36 ' DI w w I �� - n 2_ g 72 DI -- -- _ � _ S W "�� - ss� W 15"�44 , 11 8'- 38' 24 8 Extg. R/W SCALE: 1 " = 30' m 8 q -- 37 P W i C " `E �0 E I oHiE �/ 28 ' � /E -� 30 15 0 30 m 1 / O _ 4+ 00 —_ — 36D736C 15 S r T C 3 6 11 0 1222WQ .,,: ! 25 33 12 "-44 ' Q3 SW 72ND AVENUE PLAN m P / su --'- - z �' A 30 36D 136C in SCALE: HORIZONTAL 1 "=30' \ ): Paving o N m 15 na 12 17 ' 17 �� •`J. i `? ;'yam � ] — New � I 5 � PVT • . e f` ly .= � z I � � : � --� � R/W 4m �; / ti 16 ❑ p S 10 , 12 cn N ml — n TLB LLC mmmm �N _ � rNlCAmy TIT 4402 Extg. R/Wo 7 U mI MAP 15 1 36DCp 2! Mvlro � ol W sz 01A209C -p +> +> � oN � - � O1A223C z o c - � w zzz C� � � "iN � � woN � w m Z Noo °' oo mo -' moo 03 wz� " I vi Z15 o ' co � GINEco / IN - ' o 48y� (1 l 24+82, 21 . 88 ' Lt. p -0 A vI �/ �L � � . � to 25 + 00 26 Begin curb 3 3000 m � mw I ` . Aon M 1 01Ae �' o o N m O1A102C _ �V5 ftis , io C•� � � o r //{ � C N � I S ' g m y 25+32. 7, 40. 4 Rt. Extg. R/W 3 mN m o� o a rn Match extg. I EXPIRES: 12/31 /2014 oo Sidewalk zr; Revisions and Addendums \ h ' SHEET w a Description Date No. B WHPacific ENGINEERING DIVISION S y y 72ND AVE . AND S W D A R T M ® U T H s T . PUBLIC WORKS DEPARTMENT L9 WS " 13125S. W. HALL BLVD. INTERSECTION IMPROVEMENTS 11 �. TIGARD, OREGON 97223 OF au 97555WBarnes Rd, Suite 300 VOlCE: 503-639-4171 CONSTRUCTION PLAN - SW 72ND AVE. 69 a i Portland, OR 97225 FAX: 503-624-0752 503-626-0455 Fax 503-526.0775 ® WWW.TIGARD—OR.GOV a 4 W W W.Whpacificxann DESIGN : J77 DRAWN: JAJ CHECK: KSR PROJECT N0: 95035 FILE NO STA 16 + 50 TO STA 19 + 00 I REVISED AS CONSTRUCTED ._ JANUARY, 2015 THIS RECTRO ORAINNC HAS ROY PREPARED, IN PART, RASED UPGW INFTRTAARO4 RTRNISNEO RY THE GENERAL COVTRACTOR ANO W4SNINCAN CONNTYINSPECRTV STAFF. NET INS INEORIIANCN IS UF11ffO TO RE 9YA&F, NHPAC79C CANNOT ASSURERS ACCURACY, AT THUS IS NOT RESPOVSRIEFOR 1HEACCURACYOr THIS RS=12RAINW OR ITR ANY o ERRORS CM 01 NHICH NAYHAAF ROV INCTRPTRATEOINTO NAS A RESUIL INOSE fiRMYG OV THIS RECORD DoaINTNT ARE ADW.0 TO ORTAIN IROEPEROENT 14R19CARW. 240 LOW PT STA: 16+97.96 + 240 LOW f T-ELIEV' 21i PVI TA: 17+ 60.00 PVI ELEV: 210. 31 a II K: 24. 00 10. 00' VC > 230 230 O r OIt + M O � d co ro II N Lljw C-) j II v m v Proposed > 220 m S . 16+gq, 35.50' Lt. w s orm sewer > — — — 220 2 5.33 (NE) Out 1D" — Sta. 17 ;86.42, 32.21' Rt 28 — — S . 16+g0, 29.88' Lt. 19 207.40 (W) Out 15" 5 06`7 2 3.57 (SW) In 10" 212,70 .E) In 15" 2 2.00 (S) In 12" 209.70 N) In 15" 210 2 1.93 (NW) Out 12" — `SL 0.5% L. 0.5% -0. 54% 2 1.60 (W) Out 12" WQ _ I 115"-04' 15"-44' 21 O — — — + ti . @+87-r2M4-24L Rr U 213. 9 (S) Out 12" 24 Profile grade @ ocenterline Extg. ground ta. 18+44.15, 31 .43' Rt. 2 centerline BE 1.00% 12,97 (N) In 12" 15"-14' ¢12,92 (S) Out 12" z 3 200 ' SL. 7.00% 15"-40' 200 $ Propc sed Sta. 17+00.93, 34.19' Lt. Sta, 17+67.31, 24.10' Lt. w storm sewer 21 29 201.45 (SE) In 12" 205.9 (NW) In 10" Extg. 202.95 (E) In 49"x33" Ex 205,7 (NE) In 12" Extg, - Plug & Gro t 198.96 (W) Out 42" 204.5 (NE) In 15" o SL. 4.00% 204.3 (N) In 12" Extg. ' s 190 12"-12' 204.2 (E) In 15" Extg. - Plug & Grout 190 U Bfi2 Wjflot15" � o 2% _ 2.0% RT 2% " C " LINE P ORLE — SW 72ND AVE SCAL�: HORIZONTAL 1 " 40' Qo m m 72nd Da mouth VERTICAL 1 "=10' 0 Eo 0% cd Interse tion 0 � o _ -2% _ -2.0% LT -2% �' 48 E SUPER�ELEVATION � n ° R t 3 Exc. 940 cy gh a 75 , 00 Emb. 496 c ` T1'1 S a , 3 17+ 00 18 + 00 19 + 00 EXPIRES: 12/31 /2014 00 Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET Description Date No. B WHPaclficMPROJEN ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT L 10 131z55.w ^L BLV INTERSECTION IMPROVEMENTS1oF TIGARD, OREGON 972239755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 P°rt;a"°' OR9'225 EAx: 5D3-624-°752CONSTRUCTION PROFILE - SW 72ND AVE. 69 503-626-0455 Fax 503-526-0775 WWWEIGARD-OR.GOV FILE NO www.winpacifiacomDESIGN: ✓TT DRAWN: ✓A✓ CHECK: KSR : 95035 STA 16+50 TO STA 19+ 00 CONSTRUCTION NOTES & PROFILE FOR SHT, L12 NOT REVISED AS CONSTRUCTED O JANUARY, 2015 Const. curb and gutter (For detail, see sht. D7) OConst. concrete sidewalk (For detail, see sht. D7) I, OInstall light pole d- (See illumination plan) oCD 0 4O Adjust dowel spacing and length oo 21 0 A 210 in wedge area as directed by + '- ¢' Profile grade O engineer in field o m II top of curb II Ow Protect PCC pavement during Match ext¢ g' curb curb removal and construction I- II St 0+ 14. 31 EI v. - 198.44 w 200 + 200 1 . 4% - Extg. ground CURVE TABLE G n ¢ II Curve No. Radius Delta Length o ami w O1 300. 00' 6' 16 '31 " 32. 86 ' o PVI STA: + 48. 35 0 . . w OZ 300. 00 ' 17'35 '43" 92. 13 ' G > 190 PVI ELE 199. 04 G w 190 M 99 w ° 96.00 VC s Exc. 242 cy 3 Em b. 100 cy W3 0 + 00 1 + 00 2 + 00 RR "D1 " LINE PROFILE - SW DARTMOUTH STREET 0 o SCALE: HORIZONTAL 1 "=40' VERTICAL 1 "= 10' a � „ 3 � Q 03 . o LEGEND r Cut line a ��GINE / h Fill line r 48�T"" ` � NOTE: y NZ Remove or abandon. R pipe shown thus All dimensions are shown in feet unless t 3 otherwise noted. v If a° N Remove stm. Q 15 , 0o structure shown thus Station / offset is to center of structure a \ / unless otherwise noted. 3 New light pole 0-0 EXPIRES: 12/31 /2014 Revisions and Addandums ENGINEERINGDIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET wa Description - Date No. B L11 1NHPacI isMPROJECT RUBucWORKSDEPARTMENT INTERSECTION IMPROVEMENTS 13125 S,W. HALL BLVD.TIGARD, OREGON 97223 OF 97555W Barnes Rd, Suite 300 VOICE. 5G3-639-4,77CONSTRUCTION NOTES & PROFILE SW DARTMOUTH ST. Portland, OR 97225 FAX: 503-624-0752 69 503-626-0455 Fax 503-526-0775 WWW. TIGARD—OR.GOVFILE NO www.whpacifceom STA 19 +86 TO STA 22+ 70 DESIGN : JT7 DRAWN : JAJ CHECK: KSR : 95005 NOT REVISED AS CONSTRUCTED JANUARY, 2015 o uv ivy SD GRATE 19.5. 39 IE 10" IN E 188. 75 STM MH "RIGHT LANE IE 10" OUT W 188. 63 RIM 211 . 39 MUST TURN IF 10 ' IN NW 205. 95 RIGHT" IE 12 " IN HE 205. 78 IF 12" INN 204. 31 � q IF 1 .5" IN E 20426 IF 15" OUT W 204,28 B " DECID L J \.,n t \"SPEED K \ O % NO PARKING 8 DECID' l0" DECID 3 O/ THIS SIDE OF sD ` \ DEC 6 " DESTREET" SSD --� ---P P _ F 9 p °y ESSW p �\ -P S T _ P YARMOEl -----� S UTH sr)ST, 5D SD SD Ss DLINE" \ SD SD SD r Match Wolmort sidewalk � sS s / \ Z (Approx. Sta. 19186) SW DARTMOUTH ST En N Match exty. i' curb `� p '0/ — t J � � r �F W M m \ O1 D1 " LINE + Paving limit ri o \ _ 0 p N 2 3 u SIGN POST \ \ \ \ \ ` r _ �� O SW DARTMOUTH STRE T M WITH NO SIGN r Perm. slope esmt. 2 _ . O Tem const. esmt. CEI Extg. R/W 4 P' GRATE 197. 21 _ MUST TU i y IE 10 OUT N 194.51 RIGHT LANE „ MUST TURN R/W _ vi RIGHT" TRI-COUNTY C�T€R- AZUST PA KING TL 100 — _ _ _ _ — _ 3 w � MAP 25 1 01BA - SIDE 1 dg FILE 5 . . . . . . . . . :f. . . . r 1 2 .•\ 03 5 . PRO/ G o 48y;1E !1 l � z SW DARMOUTH STREET PLAN R y ' V No R SCALE: HORIZONTAL 1 °=30' 75 , SCALE: 1 " = 30' C ' H S . b 3 � 30 15 0 30 EXPIRES: 12/31 /2014 `oo Revisions and AddendumsSW 72ND AVE . AND SW DARTMOUTH ST . SHEET w ��, Description Date No, B WRfi�fcifi c ENGINEERING DIVISIONPUBLIC WORKS DEPARTMENT L12 ° TIGRDsOREGON 72 INTERSECTION IMPROVEMENTS ' OF �, VICE: OREGON 97223 9755 BW Barnes Rd, Suite 300 VOCE: 503-639-4171 a i Portland, OR 97225 FAX: 503-624-0752 CONSTRUCTION PLAN SW DARTMOUTH ST. 69 603162&0455 Fax503-526-0775 ® WWW.TIGARD—OR.GOV FILE NO a 4 www.whpacIfdeonn STA 19 +86 TO STA 22 + 70 DESIGN : ✓77 DRAWN: JAJ CHECK: KSR PROJECT N0: 95035 CONSTRUCTION NOTES.- Ln OTES:Ln rn J } + } + + . BANKI O O O o • :r;y ; O 7 O Plant 3" cal. deciduous street CLACKAMAB C00 BANK I . ' \ tree: o O TL 300 O Typical tree well 0 3 . : i:!f ; : • • o Acer riseum - 29 //�� o MAP 25 1 01BA h I FILE a planting detail, 9 Point of connection this F' 8 1 approximate location, see sheet LS3 - 1 - 2 4 5 7 I see POC schematic - � O Plant No. 7 container shrubs in I detail, Sht. LS6 ----` - - each tree well. See ht. S-3 S L - R for enlargement detail for -- - .: .-- -,-- . . . � � ,.r: . _._- . r � " location spacing: n ` �� `�` � � Carex morrowii - 341 ti r 1 ' Mainline 1 Mainline � I Rubus calycinoides - 145 Z u •.. a I m I O Apply permanent roadside seed I. 7 7 mix where shown: 6 7 \ 7 - � Permanent Seed Mix y I 6 M u t irrigation controller in l ckable metal I No. 1 - 0. 46 Ac. II 1 " irrigation mainline to en l sure attached to p> •typ "y� CITY OF TUALATIN 36" $W 72ND AVENUE be schedule 40 PVC (Typ) 'C" LINE be of existing wall = P P N 44 Provide and lace topsoil to 34 " W } I 11 — --+w w —w 9 J > Typical tree well wP� T vl - depth in each tree well: (J1 I wI v1 TVWD 12° Topsail 110 Cu. Yd. N w I 1 w — planting and irrigatiorrw w w3-�w w— w w w w— �—t details, see sheet LS3 Typ 7 O Provide and place soil conditioner M I ' n �, /(�\ to 2 " depth, on top of topsoil, then blended into top 6 " ofm combined material: r- Soil conditioner - 7 Cu. Yd. 6 Provide and install permanent : D O automatic irri ation stem where T T shown. See notes and details. 23 I 1 2 4 5 7 8 I o Irrigation system - LS. I Provide and install root barrier, a O N n 3200 U \ -1 24 " x 16 ' at each street tree: o } } } MAP S 7g IAB. K I S Root barrier - 928 LF. O O A-J ,� \\- O \ �� FILE 00 0 - Tr\---TT. . - o. -� O Hours (((��^3 ��//�''�� N I O8 Provide and place 2 " depth bark r';.- r. _: ' — .. -fes:. . : s� mulch in tree wells: `` • - 1 Bork mulch - 6. 0 Cu Yd. I „ i line h _ �� r_ Z 9 Apply permanent roadside seed � o SW 72ND AVENUE LANDSCAPE O _ rri mix to all disturbed areas along - - ' T ical tree well 8C IRRIGATION PLAN Elmhurst Street: Stub mainline to this 7 - YP N Permanent seed mix o planting and irrigation SCALE: . HORIZONTAL 1 "=40' z location, cap end and 6 3 , 2 4 5 7 8 3 D No. 1 - 0. 1 Ac. • • details, see sheet LS3 LEGEND: place in valve box'y- Permanent lawn seed mix to be - } �e Street light installed to all disturbed area ty J W 72ND AVENUE J 7 \ south of Sta. 10+00: e3 3 w w w N - - - - Right-of-way Permanent seeding mix. y Q _ No.3 - 0. 04 AC _ N m Limit o planting S Qo _ 6 m f pia ing CS1 T�+, �,r a i Mal a r�---'-�-�- I I �' T - - - m 66 n .. o - — - O V '^ R 10 r' --------- Stub mainline to this -- ';; '; : If- - - , < •--� location, cap end and U . ' " ' : " m gz� O y A place in valve box � 'a REVISED AS CONSTRUCTED �oES •�-- — U z 7 t 3 I 0 \. ; � '_ ' I � y JANUARY, 2015 t g LY SCALE: 1 " = 40' 2 ]od f THIS RfCM DRANINO HAS BEEN PREPARED, IN PART, BAO VPAN INFORNARCN fURNJX9 G O N o ON MAP IL 1 OfAe TL fi10 3 \ �' J 0 0 I l ( BY 7Nf CYNfRAl C0.4TRAC7Q7 ANO WASHlN6'ILW CWN7YINSPfC71AU STAFF. NHNE IN6 y o I FILE 2 MAP 25 1 01AB \ W I .([I/ AfORMADOV IS BEUEYED 70 BEREUARE, NNPAUIRC CANNOT ASSURE I7S ACCURACY, AND FILE 4 \' : II ' . 1 ` rc 40' 20' 0 40' MUS IS N07Rf9'OVABIf fA4 7Nf ACCURACY L1` INIS RECORD ORANWC 04 f[W ANY 3 8 7 5 4 2 1 ERRORS & LVI59AVS WICI MAYNAtE BEEN INC09 WA70 INTO 11 AS A RESULT. INOSE <1P Li A fiRI NO aY &ISREC070 DCCUNfAIT AREAONSN 10 09TNN INDEPENDENT OlRCA➢CW. - ALg, 00 i � Revisions and AddendumsSHEET Description tion Date No. B WRPIR�CiffcMPROJECT PUBLICEWORKSDISION SW 72ND AVE . AND SW DARTM ® UTH ST .PUBLIC WORKS DEPARTMENT LS9 TIGARD, wHALL GON972 INTERSECTION IMPROVEMENTS I5 TIGARD, OREGON 97223 OF 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4177 a � Portland, OR 97225 FAX, 503-624-0752 LANDSCAPE AND IRRIGATION PLAN 69 503-626-0455 Fax503-5213-0775WWW7IGARD—OR.GOV FILE NO a www.whpacifacom SW 72ND AVENUE DESIGN: JJG DRAWN: JJG CHECK: MDS : 95035 it u CONSTRUCTION NOTES: 0 Plant 3" cal. deciduous street CEDtree: AR wACC Iv �� ` S, �` Tilia cordata 'Greenspire " - 5 i. \\ C .� `tea-{ x ss „ f OZ Plant No. 1 container `" �@ t ® t - ti groundcover 0 24 " o.c. : Adjust tree spacing os --z g DECII - _ a Ar 1a" afaa 0 0 + 7 t Rubus calycinoides 263 required to equal 30 ' from `=�\ - O g O proposed wolmart street .. roadside improvement plantings " rg �''`�\� _ _ . ' v s ID �I �_ OPermanent Permanent seeding,seed mkm/x• v , \ SW No. 1 - 0. 08 Ac. DA �tis>4 0 �A o --- � a- _ A Plant No. I container \ RrMo(/ rH \Y " -.e \ O shrubs at 4 ' O. C. Avg. spacing. W \ STR ,�. -- Group in random arrangements: i \ C Eel D" LINE I Cornus servicea - 6 3D w_ Holodiscus discolor - 8 �� V �� N✓ �� - _ s �� 3 Ribes sonquineum - 14 �i,. - S88'33'26 "E _ _ _ _ Rosa woodsii - 8 New _ Salix scouleriona - 3 '?R•�-IVAr _ div Symphoricarpos olbus - 8 W 'N W W W W V✓ W W- Shrubs, No. 1 Cont. - 47 -_- -y°J� / • ^•��• ,• . O Provide and place topsail to 12" pth t \-\ �\�` ��-_•W . �„�� r'�� , ” I/ en 1 Provide Topsoil - 36 roadsideand place �oild conditioner �....., o to 2 " depth, on top of to soil, SII then blended into fop 6 ° of LEGEND: _ Tei-couNTr cR-Tse? ' combined material: 1 9 3 MAP zsl�ooiea --- ---� ' Soil conditioner - 10. 0 Cu. Yd. ` \ �o-- o O Street light n� s •i \ \ yI O7 Apply permanent seed m all disturbed ed areas north ' �, - - - - Right-of-way Temporary construction° o _ of Dartmouth interesection: easement - -� � : --� \ ` � x Z1 Permanent seed mix a 8 - - - - Limit of planting 4 11 •V. No. 1 - 0. 32 Ac. C ' �::: '•`: .,,( ,� < I= O8 Provide and install permanent zs ^ ,. • .R W. . . . :\::::. ': automatic Irrigation system where SW DARTMOUTH STREET LANDSCAPE PLAN Z shown. See notes and details. °z a C Irrigation system - LS. SCALE: HORIZONTAL 1 "=40' FIT SW t)ARTM 10 Provide and place 2" depth bark O Provide and install root barrier, mulch in tree wells and where 24 " x 16' at each street tree: 33 ` OVTN noted.' Root barrier - 160 LF. � a TReET Bark mulch - 10. 0 CuYd. Apply permanent seed mix where --- shown: I s �E G a � ----\ \ Stub mainline to this Permanent seed mix e2 I � No. 2 0. 03 AC Mg - 4 ' slv. — location, cap end and — �� place in valve box m 663�Q` h2 REVISED AS CONSTRUCTED — — a JPE tyS JANUARY, 2015 _� 1 " Main line in sleeve 66 N O �-- = 3 ---- — �G1 a ———— SCALE: 1 " = 40' C 0 THIS RECORD WAINNC HAS BEfN PRfPM1,, IN PAR[ BASF UPON INFORNATUf fURNWO x G o� Br 7HEaittwAt canieCzwm wASHINGRW coomINSPfCRCW STAB. NHIIE THIS Temporary line • • • " ' o N. . .:.:': '::.':::.':.':." h /NFCY7HAR0,4ISBQIEIED TO Bf REllAB(E, NHPAGYTK CANNOT ASSURE 175 ACCURACY, AND • • . . ,�` MUSISNOTRLSE?2M7 FU? 79f AcwRAcroF7Hs REcm DRAwmocRFoRANv SW DARTMOUTH STREET IRRIGATION PLAN . . :: '. : ;.;:;• :••�... � -'- . . 40' 20' 0 40' 3 ERROIRS96VISSSRSNNCIINAVNAlfDEENINCORP6RA0NTOITASARESULT 7HD.Sf SCALE: HORIZONTAL 1 "=40' �P-P Ag'� ° RRI1N0 aV MIS RECWD DOWROW ARE ADII91i TO OFMAV INDEPENDENT UILEARRU. • • - i � Revisions and Addendums ww m SH EFE T ENGINEERING DIVISION SW AVE . .Descri tion -7D—ate—[No PUBLIC WORKS DEPARTMENT LS2t13125 wHALL WHPTcific IGARD, OREGON97223 INTERSECTION IMPROVEMENTS 6 9755 SW Barnes Rd, Suite 300 VOICE. 503-639-4171 O Port v = 503'62604559 Fax 503-52fi-0775 WWW.TI�ARD oR.�o�2 LANDSCAPE AND IRRIGATION PLAN 69 a4 FILE NO www.whpacific.c rn SW 72ND AVENUE DESIGN: )JG DRAWN: JJG CHECK: MDS PROJECT NO: 95035 1 Acer griseum NOT REVISED AS CONSTRUCTED Curb B' 8' JANUARY, 2015 TREE WELL LOCATIONS Typ. TYp. Root barrier CL . STATION SIDE Eq. Eq. 10 + 65 . 51 LT . - - - - - - - - - - - - - - — - - - 11 + 84 . 00 LT . w 12 + 14. 00 LT . O 11 Carex morrowii 'Aurea—variegate' � O . Root barrier 12 +44 . 00 LT . q - - 0 — - - — 1 - - - 12 +74. 00 LT . / RT . — - - 13 +04 . 00 LT . / RT . 8 5 Rubus colycinoides 13 + 34 . 00 LT . Bark mulch — 2" depth 13 + 64. 00 LT . / RT . p 13 +94 . 00 LT . / RT . 14+ 24 . 00 LT . / RT . Back of sidewalk / ROW — 14+ 54. 00 LT . / RT . 14+84 . 00 LT . / RT . 15 + 14. 00 LT . / RT . TYPICAL TREE WELL PLANTER 15 + 44. 00 LT . / RT . SCALE: 1 " = 5'- 0" 15 +74 . 00 LT . 16 + 04. 00 LT ./ RT . 16 + 34 . 00 LT . / RT . z16 + 64 . 00 RT . 4'X8' SQ half Curb 43 � d � � 3/4° Lateral line '3/a" Lateral line in 2" conduit under horoscope. Share trench xowith mainline if required per irrigation trench detail on LS-6. i� 3 4' SQ corner � z 4' SQ corner 0 S � F3 yQ G > o GI S TE, Back of sidewalk / ROW 66 n !O V n ° ES U N TYPICAL TREE WELL IRRIGATION LAYOUTGOEGON fN op SCALE: 1 = 5 -0 v � 3 C4PE AgG� Revisions and Addendums SHEET = 4 Description Date No. B WRPacific ENGINEERINGDiVISION SW 72ND AVE . AND SW DARTMOUTH ST . PUBLIC WORKS DEPARTMENT LS3 13125 S. W. HALL BL INTERSECTION IMPROVEMENTS T / TIGARD, OREGON 97223 OF n m 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 - 503�62d, OR90455 Fax503-5260775 FWWW. TIGA,3-624 07. 2 LANDSCAPE AND IRRIGATION PLAN 69 y www.whpacfc.cem FILE NO DESIGN: JJG DRAWN: JJG CHECK: MDSFPRO�7ECTNO: 95035 SW 72ND AVENUE IRRIGATION LEGEND : IRRIGATION NOTES : NOT REVISED AS CONSTRUCTED JANUARY, 2015 SCHEDULE 40 PVC SLEEVES - 4 "-6 " AS NOTED CLASS 200 PVC LATERAL LINES - SIZE PER TABLE THIS SHEET 1 . SLEEVE FOR IRRIGATION SYSTEM UNDER ALL HARD SURFACES. COORDINATE SLEEVING INSTALLATION WITH GENERAL CONTRACTOR. SCHEDULE 40 PVC MAINLINE PIPE - SIZE AS NOTED 2. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS AND CURBS. ALL VALVE BOXES ❑M 5/8 " INCH WATER METER BY TVWO - REFER TO CIVIL DRAWINGS INSTALLED WITHIN HARD SURFACES TO USE VEHICLE RATED BOXES AND LIDS. U. S. BRASS ISOLATION VALVES - SAME SIZE AS MAINLINE J. INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GRADE. 4. INSTALL HEADS FLUSH WITH TOP OF WALLS WALKS AND CURBS. iib RAINBIRD SLRC 3/4 " QUICK COUPLING VALVE (QCV) ' 0 1 " MANUAL DRAIN VALVE (ALONG MAINLINE AT LOW POINTS IN SYSTEM) 5. INSTALL HEADS A MIN. OF 9 " AWAY FROM WALLS AND 4 " AWAY FROM CURBS AND SIDEWALK EDGES. 1 " DOUBLE CHECK VALVE ASSEMBLY 6. WHERE Q. C. V. ARE SHOWN ADJACENT TO CONTROL VALVE, INSTALL IN OWN VALVE BOX. ■ RAINBIRD PEB SERIES ELECTRIC VALVES - SEE DETAIL 7. PROVIDE AND INSTALL A 14 GAUGE 'TRACER' WIRE ON ALL IRRIGATION MAINLINE AND AT ELECTRIC m RAINBIRD ESP-Me CONTROLLER CONTROL VALVE LOCATIONS. 8. 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION, CONTRACTOR TO CONTROL VALVE NUMBER MAKE THE FINAL HOOKUP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. G.P.M. 30 1 ,5 t VALVE SIZE 9. IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY. INSTALL IRRIGATION SYSTEM IN PLANTING AREAS WHERE POSSIBLE AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND ROADWAY '.. FEATURES. 10. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS AND ROADWAYS. SELECT THE BEST DEGREE OF ARC TO FIT THE IRRIGATION HEAD KEY : EXISTING SITE CONDITIONS AND THE FLOW AT EACH VALVE, TO OBTAIN THE OPTIMUM OPERATING PRESSURE SYMBOL COMPANY & CAT. NO. RADIUS G. P.M. P,S.T 11. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS Q Q RAINBIRD SQ SERIES 4. 0 . 12 - .20 30 OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SUCH L RAINBIRD 15 STRIP SERIES STRIP .49 - L2 30 OBSTRUCTIONS OR DIFFERENCES TO THE ATTENTION OF THE OWNER PRIOR TO CONSTRUCTION. IN o s 15 LCD AND 15SST THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY RE WORK OR REVISIONS NECESSARY. o^ i� o Q HUNTER MP 1000 SERIES 14 .20 - .80 45 12. IRRIGATE BUFFER PLANTING AREAS USING TEMPORARY IRRIGATION METHODS OF CONTRACTOR'S a 0 CHOOSING. WATER AS REQUIRED TO ESTABLISH HEALTHY VIGOROUS PLANT GROWTH AND SEED 0 HUNTER MP3000 SERIES 30 . 86 - 3. 64 45 o � GERMINATION. h � s PROVIDE AND INSTALL RAINBIRD 7806-SAM-P45 BODIES WITH ALL MP ROTATOR NOZZLES, PROVIDE AND INSTALL RAINBIRD 1806 BODIES FOR ALL OTHER NOZZLES. y3 O F3 IN THE HYDRAULIC DESIGN AND PIPE < p I R' SIZING, DO NOT EXCEED THE < ° FOLLOWING G.P.M. OF WATER USAGE 663_ W PER CLASS 200 PIPE SIZE i ATTENTION: Q� FLOW (G.P.M. ) PIPE SIZE c) DotO OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE L-�1 - 12 Gal. 3/4 " PVC v� JtTJ J ISS 4RULES ARE SET FORTH IN OAR 952-001 -0010 THROUGH 12 - 20 Gol. 1 " PVC OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THErO 820 - 30 Gal. 1 1/4 " PVC eEFORE � RULES BY CALLING THE CENTER. V GON N 30 - 45 Gal. 1 1/2 " PVC POTENTIAL UNDERGROUND (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY 00 45 - 60 Gal. 2PVC FACILITY OWNERS NOTIFICATION CENTER IS 1-800-332-2344 or 811). 60 - 90 Gal, 2- 112" PVC 'ONE CALL" A R� a UTILITY NOTIFICATION CENTER A 3 1-800-332-2344 Revisions and Addendums ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET w = Description Date No, 8 1NHPacificMPROJFCT PUBLIC WORKS DEPARTMENT 8 31255. WHALC ° V INTERSECTION IMPROVEMENTS � 89755 SW Barnes Rd, Suite 300 VOICE:TIGARD, OREGON 97223 QF and, VOICE: 503-639-417169 Por503-626-04559 Fax 503-526-0775 FWWW.TIGARD—OR.GOV IRRIGATION DETAILS FILE NOwww.whpac1Rc.ccm DESIGN: JJG DRAWN: JJG CHECK: MDS : 95035 e-24 " COILED WIRE NOT REVISED AS CONSTRUCTED WATERPROOF JANUARY, 2015 CONNECTORS FINISH GRADE lawr ffimkw FINISH GRADE 2 POP—UP SPRINKLER BODYFIBERGLASS BOX W/ NOZZLE AS SPECIFIED ,• ELECTRIC CONTROL VALVE W/FLOW CONTROL HANDLE %2 "' BARBED ELL FITTING WITH MARLEX ST. ELL LATERAL LINE SHUT—OFF BALL VALVE 12 " POLY FLEX PIPE — 16 " MIN., 24 " MAX. ,o SCHEDULE 80 NIPPLE �B %2 " BARBED ELL FITTING MIN. 2 C. F. WASHED GRAVEL P. V. C. MAINLINE SUMP P. V. C. SLIP UNION P. V. C. LATERAL LINE AS NOTED POLY FLEX RISER DETAIL CONTROL VALVE AND BOX DETAIL SCALE: N . T. S. SCALE: N .T. S. ', 6 /NCH ROUND VALVE BOX FINISH GRADE FINISH GRADE s . % SPECIFIED VALVE BOX R z SPECIFIED BALL VALVE W/ 2 " P. V. C. SLEEVING — WIRE TO Q SCH. 80 PVC FITTINGS VALVE AS APPROVED W SCH. 80 ADAPTERS z 3 1 '" BRASS MANUAL DRAIN VALVE P. V. C. MAINLINE AS NOTED _ � z 3 o �o o � 03 Q . EXTENDED PIPE CLAMP — O 1 '" ELBOW FITTING 0 5/4X6X76" COMPOSITE . �. J (2) REQ 'D °o `� )> ° �° 1 S T� Qo DECKING UNDER BOTH v 4 °°�°� or°o�¢'� `�' MIN. 2 CU. FT WASHED n W CORNERS " - Q THRUST BLOCK o�g°o'��oo�C�°dip GRAVEL SUMP �� 663_ 0 0% oV h � 1 " P. V. C. SCH 80 NIPPLE r Y z n 2 Jt(`"� g 9�P J J (ES 98 P. V. C. MAINLINE AS NOTED Sm ISOLATION VALVE DETAIL MANUAL DRAIN VALVE DETAIL � �P GON ��W a� SSCALE: N.T. S. SCALE: N .T. S. PE Ngo 3 � c Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET Description Date No, B WHPacificENGINEERING DIVISION PUBLIC WORKS DEPARTMENT LSS 13125 S. W. 722 INTERSECTION IMPROVEMENTS > g VOICE. OREGON 4171 OF 9755 SW Barnes Rd, Suite 300 y0/CE: 503-639-4171 OR 503PortI626.04559 Fax 503-526-0775 WWWTIGARD—OR.GOV7225 FAX: 2 /RRIGA TION DETAILS FILENO 4 4 www.whpacifc.com DESIGN : JJG DRAWN : JJG CHECK: MDS5PRO;JECTNO: 95035 NOT REVISED AS CONSTRUCTED 10 " DIA. VALVE BOX JANUARY, 2015 RB 3—RC 3/4 "" QUICK—COUPLING VALVE FIBERGLASS BOX WITH LOCKING LID FINISH GRADE FINISH GRADE WASHED GRAVEL SUMP ' 2 8 3/4 " x 3" SCH 80 P. V. C. NIPPLE - DOUBLE CHECK VALVE oa�ce� m P. T. 2X6X76 " UNDER BOTH CORNERS REQ 'D. IN TURF AREAS ONLY }} GALV. PIPE & FITTINGS 70 P. V. C. a a© `* ADAPTER & MAIN LINE C6 LASCO 3/4 " UNITIZED O—RING GALVANIZED UNIONS 0, SWING JOINT & Oo3o a4o°C ° aP� MIN. 2 CU. FT OF WASHED P. V. C. MAINLINE AS NOTED GRAVEL SUMP #4 REBAR 30" LONG'' W/ S. S. WORN GEAR CLAP QUICK COUPLING VALVE DETAIL DOUBLE CHECK VALVE DETAIL SCALE: N.T.S. SCALE: N .T. S. 3 0 o % SIDEWALK OR OTHER HARDSCAPE PAVING. �— 5/8 " WATER METER BY NWD !In1 ° ° ° ° ° o1°° o°�° °° °° o ° o � ae � oo�e�o° '°°o e$° 3 1 " ISOLATION VALVE SPECIFIED BACKFILL. o 00 1 INCH DOUBLE CHECK VALVE i\iii /�\� 2 " P. V. C., SCH. 40 SLEEVE FOR LATERAL PIPE. LATERAL PIPE TO S T BE IN SLEEVE UNDER HARDSCAPE � �' SCH. 80 1 /NCH X 20 /NCH NIPPLE REQUIRED. i l��\� PAVING ONLY. y4 663 1, i IRRIGATION CONTROL WIRE � nQ =" RAINBIRD SLRC 3/4 ° QUICK COUPLING VALVE. n o OJ �g \ SLFOR sk\/ IRRIGATION MAINLINE. MAINLINE P 8 �J ( TO REMAIN IN SLEEVE TO VALVE GON z N LOCATIONS. POINT OF CONNECTION SCHEMATIC IRRIGATION TRENCH DETAIL C�P a SCALE: N.T.S. SCALE: N . T. S. PE A1 ' 3 � i � Revisions and Addendums SW 72ND AVE , AND SW DARTMOUTH ST . SHEET wa Description Date No. B WHPTclfic ENGINEERING DIVISION „ PUBLIC WORKS DEPARTMENT LS6 1IGAR S.W. 722 INTERSECTION IMPROVEMENTS 20 a>,Fu° �. VOICE:, OREGON 4171 OF 9755 SW Barnes Rd, Suite 300 VOICE.' 503-639-4171 69 PortlandOR S 2 503-626. 5 0456 Fax 503-526-0775 ® WWW,TIGARD-503-624-0752 52 R .GOVIRRIGATION DETAILS FILE NC w .whpaci{c.com DESIGN: JJG DRAWN : JJG CHECK: MDS PROJECT NC: 95035 GENERAL NOTES: NOT REVISED AS CONSTRUCTED 1 . Protect existing trees and landscape in place as noted on plans. JANUARY, 2015 2. All plants shall conform to American Association of Nurserymen grades and standards per the 'American Standard for Nursery Stock" Manual, current edition. 3. Coordinate work with other trades. Contractor shall verify locations of utilities prior to work. Field adjust final tree locations to avoid conflicts with all utilities and notify landscape architect for approval. 4. Do not willfully place plant material in inappropriate locations. Contact the landscape architect for relocation approval. PLANT MATERIAL SCHEDULE: 5. Notify owner immediately upon any discrepancies encountered in site layout, grading or soil placement to be provided by the previous contractor. Scientific Name Common Name Size and type Quantity Avg. Q.C. Grouping / 6. Protect all material from exposure to sun, wind, freezing, or other conditions that Spacing ft. Location decrease the vigor of the plant. 7. Plant quantities shown are approved minimums for bidding purposes only. Prior to Trees planting, contractor shall verify planting areas and submit final estimated plant Acer nseum Pa erbark Maple an cal. 29 Per plans Sm le quantities to landscape architect for approval. Tills cordata 'Greens ire' I Greens ire Linden 3" Cal. 5 Per plans Single 8. Provide positive drainage in all shrub and lawn areas. Provide positive drainage owerY 34 Trees from all buildings and structures. ShrubslGrassl Groundcover �, 9. Site clearing must be accomplished in o manner which will not injure or otherwise Carex morrowri Aurea-vane ata' Variegated Ja anew Sede AlCont. I " 341 2' o.c. Perplansldetail i adversely effect those trees designated to be retained/protected in place. Tree Rubus cal cinoides Crinkle-leaf Cree er #1 Cont. / 15' ht 408 31o.c. Perplansldetail �G protection fence must be installed per the plans prior to the start of any construction 749 Shrubs activity for all existing trees designated to be retained. Equipment and activities shall not be allowed within the tree protection fencing during construction. 10. All disturbed areas not identified to receive landscaping and mulch, whether noted or not, shall be seeded with an approved native grass erosion control seed mixture as approved by the City of Tigard. Coordinate seed mix with supplier. BUFFER PLANTING SCHEDULE: 11 . Plants andlor materials within existing right—cf—way planting beds which become damaged due to construction activities shall be replaced to pre—construction condition or better, or as otherwise directed. Scientific Name Common Name Size and Quantity Avg. Grouping /Location 12. Contractor shall fix or replace all property damaged by construction activities not e S acin ft. designated for removal on the plans, or as otherwise approved. 13. Root barrier: install 24—inch depth minimum root protection barrier within public Shrubs Gas right—of— way landscape strip and tree wells along the edge of sidewalks, curbs, and Comusms San discolor OmaRed_osier Dogwood #1 ContM34 GroupingsGroupings of elevations where frees are adjacent to and within 4 feet of buildings, horoscope, or structures. Holodiscus discolor Oceans ra #1 Cont. Grou in sof 3-5 o Ribes san uineum Red Flowering Currant #1 Cont. Grou in sof 3-7 Center 16—foot lengths of root barrier at tree trunk (8 foot each direction from trunk) Rosa woods# Woods rose #1 Cont. Grou in sof 3-5 for each tree. - Salixscouleriana Scoulerwiilow #1CorIGrous of 3, lowest elevAons Symphorira os albus Ocmmon snowbem/ #1 Cont. Groups 5-7 'o o Subtotal 47 Shrubs � 5 w � ze eM i ° o 04n� ter z 0 s � z 3 sss PISTE N e � 0 1/2 S 663.,Q` o plant bed, curb, sidewalk, fence or wall OEGN iIESS = Spacing on center (O. C.) as shown on plant list 8 O� �'GGROUNDCOVER SPACING DETAIL � 3 SCALE: N.T. S. �`yP�i' AIL�� c4 i Revisions and Addendums ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET u= Description Date No. B WIRTafic �� PUBLIC WORKS DEPARTMENT 131255. wNALLBL INTERSECTION IMPROVEMENTS 21 �. TIGARD, OREGON 97223 OF F 9755SWBermesSuite 300 v0,0@ 503-639-4177 LANDSCAPE NOTES AND SCHEDULE 69 2 Portland, OR 9722525 FAX: 503-624-0752 503-626-0455 Fax 503526-0775 ® WWW7IGARD—OR.GOV FILE NO W W .Whpaciaacom DESIGN: JJG DRAWN: JJG CHECK: MDS PROJECT NO: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 Tree wrap 9 a from round to first branch .. Remove burlap and twine from top 1/3 of ball after staking. Remove all twine around base of tree trunk to the first branch. Place root ball at top of mulch /oyer. Provide a 2 " deep bark mulch water basin at approx. Shrub/gross root crown to be set 1 " above surrounding grade. 24 " dia. at all non—street tree locations, typ. Mulch as specified — keep mulch clear of shrub . Tree staple; size per manufacturer's reccomendation stem base. '.. Concrete sidewalk per plans Planting mix backfill. Backfill mix shall consist of � 213 native soil and 1I3 imported topsoillsoil Root barrier: install per note f/ 13, sheet LS7 %-i conditioner mix (equal parts). See specifications. Soil backfill mix as specified Y Y r ' Dia. of Root Scarify edges and bottom Scarify walls and bottom of planting pit Boll + 6 " Native or compacted subgrade Per Plans SHRUB/ GRASS PLANTING DETAIL DECIDUOUS STREET TREE PLANTING DETAIL SCALE: N. T.S. SCALE: N . T.S. a 0 j3 O 0p O � I 2n � o � d O � W �n a2 � s z � q3 � K O 03 � G �GIST_& W O " p 663n Q` o JOE ES U NU G0N PE Ag 3G c � Revisions and AddendumsENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET wa Descri tion Date No. f3 a PUBLIC WORKS DEPARTMENT SSS W UCI 1CMPROJECT IJ125S. W HALL BLVD. INTERSECTION IMPROVEMENTS 22 9755 SW Barnes Rtl, Suite 300 VCE 503E 609 41713 OF Portland, OR 97225 FAX: 503-624-0752 LANDSCAPE DETAILS AND NOTESs9 503-626-0455 Fax503-526-0775 WWWTIGARD—OR.GOV FILE NO 2 V www.whpaciflc.comDESIGN: JJG DRAWN : JJG CHECK: MDS : 95035 REVISED AS CONSTRUCTED CONSTRUCTION NOTES: -W JANUARY, 2015 Remove extg. CMU pilaster, I THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED a SW DARTMOUTH STREET see details sht. RW2 BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WALE THIS 3 INFORMATION IS BELIEVED TO BE REUABfII WTPACIHC CANNOT ASSURE ITS ACCURACY, AND I m 5 O Remove eXtg. CMU retaining THOS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY "C" line o ( LlT---SID Wall end concrete footing, see ERRORS OR OVIS90NS MICH MAY HAVE BEA' INCORPORATED INTO IT AS A RESULT. THOSE details sht. RW2 RELYNG ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCARON. 6 Lh "C " 16+1716165.82 '1, Lf. 2 / O Const. new exterior CMU Footingcenter w ° -- - pilaster, see details sht. RW2 "C" 17+ 15. 96, 75. 12 ' Lt. New ped. pole CMP arch I �^ d 6 , j/ l O Const. CIP retaining wall, see Footing corner I ,/ details sht. RW3 Pilaster 1 42 " storm pipe I } �� ,� !/ 10 �— O Power drop for low-voltage - / -N - lighting. See spec 's. We// _ " d / — — — 8 4 fill — — _ _ V O I_ _ Wall fill _ O Provide and install low-voltage, face + - _T face ground mounted up lights, 12" Wall open face �ry '7- offset from outside face of 0 1 f SCALE: 1 " = 20' Wall footing Manhole I each pilaster O. C. See spec 's. Pilaster 2 f I3 \ 1 �20' 10' 0 20' O Provide and install IOW—voltage transformer on back of wall. J-Box _ Ext footing Enclose an above round wires W. Q. vault w \ 9 9 Y 9 Riprap armored - > \_ in galvanized steel conduit, _ outfoll„ ;,a „ Q s w Wall open face unless otherwise directed. Pilaster 3 f 0 , f 7 11 GENERAL NOTES: 7 -�✓ �` OS Raise wall profile 8'" "C" 16+84.58, 45. 04 ' Lt. t n I 1 3 1. All dimensions are shown In feet unless J-Box New ' nal 2 otherwise shown. Footing corner ole V 7I 2. Drainage shall be maintained during wall 9 Raise wall profile 4 " a Pilaster 4 Curb N o i construction. 3 g o Iy 3. Const. bearing pod with 74 "- aggregate 10 Power in existing BMCL base material. ' 3 Decorative handrail (fyp.) 11 Install photocell control 00 i Curb and 4. All concrete to be class 4000- 1%2 ', 1 " or o See details sht. RW6 sidewalk 37a, N 5. Al/ reinforcement shall confirm to ASTM e rc 220 3" blackout ' o A706 or AASHTO M31, grade 60. o through wan o RETAINING WALL PLAN 6. All bars shall be placed 2" clear of See RW3 SCALE: HORIZONTAL 1 " =20' nearest face of concrete unless noted 50 215 _ otherwise. _ FG top of sidewalk 7. Natural stone veneer to be similar to fill face the SW Burnham St / SW Holl Blvd U zR� 210 -- "Welcome to Downtown Tigard" sign. a, --- EG open - faceof wall Decorative handrail (typ.) 3 - see details sht. RW6 vEE 205 FG @ open face FG top of sidewalk zu - _ of wall _ fill face = 0 200 EG O open face I r - - -- �� PROFF' of we// -- - -- - - ��- INe / ryi V� o Fill ditch with - - - - - - - 72y�SE n l h � 195 embankment vv V C/P footing t Strip sod and fill in ditch and i 9 (YP ) FG 9 open face �R N o f4 0" compact with agg. base under footing p .Q C - m 190 Existing concrete footing (typ.) of we// G J ` n New 42" storm pipe 14 , 2 SW CIP RETAINING WALL ELEVATION p SE CMU RETAINING WALL ELEVATION Po T PPeP « � SCALE: HORIZONTAL 1 "= 10' FG � open face SCALE: HORIZONTAL 1 " = 10' a � 3P VERITICAL 1 " = 10' of we// VERITICAL 1 "= 10' EXPIRES: 06/30/2014 � e z � Revisions and Addendums ENGINEERING DIVISION SW 72ND AVE AND SW DARTMOUTH ST SHEET w Description Date No. B „ PUBLIC WORKS DEPARTMENT RW7 w 1NHP fafif 13125 S.W. HALL BLVD INTERSECTION IMPROVEMENTS 23 �, TIGARD, OREGON 97223 GE u v 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 v = 503-an6-0455 225 BEWT SD3-62RGOV RETAINING WALL PLAN AND ELEVATION s9 503-626-0455 Fax 503-526-0775 B WWWTIGARD—OR.GOV FILE NO u V w,vw.whpacffli DESIGN : PDT DRAWN : DEF CHECK: AB PROJECT N0: 95035 STA 17-1-00 WL1 Ceramic tiles on fill face (typ.) New pilaster cap Natural ledge stone veneer Remove exsiting 12 '-2 " along radius (typ.) see detail sht. RW6 (typ.) Remove exsiting CMU pilaster Field verify CMU pilaster New decorative handrail New 2'- 75/8 " X 2 '- 75/8 ,. CMU pilaster. see detail sht. RW6 (typ.) 12 gap (typ-) see detail this sht. Existing vert. - //5 bars 0 v ,� Existing 24 " -- 2—J4 bars Remove -- _ existing IT CMU wall — -- - I I i I - I I I Existing 4 CMU RETAINING WALL ELEVATION New 8 " CMU as 4—#4 bars Remove existing p (typ.) Remove existing stone reinforced concrete Cut existing horz. reinf. SCALE: 1 "=5' Existing ground veneer and replace u footingsuch that 12 ' remain with new veneer e3 Protect existing vert. reinf. (both faces) - o extended from wall, to � o Existing Sawcut existing during pilaster removal, Existing reinforced g g be used in new CMU g k� to be used in new CMU a � #4 bars 0 24 " (typ.) footing pilaster pilaster concrete footing 0 No 00 . Fill all cells with w 2 - 75/8 , ,; . � motor (tv 3 2—#4 bars 24 " above and oar nlorEs: REVISED AS CONSTRUCTED Existing #5 bars (typ.) i � below (typ.) 7. All dimensions are shown in feet unless JANUARY, 2015 3 � 2 '— 7518 otherwise shown. H Pilaster cap 2. Reinforcement locations and amounts THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AMID WASHINGTON COUNTY INSPECTION STAFF. WALE THIS are approximate. INFORMATION IS BELIEVED TO BE REJABIE, WITPACHC CANNOT ASSURE ITS ACCURACY, AND w 3 •i Natural ledge veneer J. Clean and prep existing scratch coat THUS IS NOT RESPONSIBLE FOR THE ACCURACY O THIS RECORD DRAWNG OR FOR ANY o on existing pilasters in preparation for ERRORS OR OMIS90NS WHICH MAY NAME BEEN INCORPORATED INTO IT ASA RESULT. THOSE stone veneer. RI ON THIS RECORD DOCUMENT ARE ABASED TO OBTAIN INDEPENDENT "IFlCAIION. 03 %2 " expansion joint filler i 4. Fill cells in existing well and new ` o Sidewalk concrete '•? -i pilasters with motor. `� PROF 5. No stone veneer below finished grade \\ vo Agg. base r ,. 8 '-8' on fill face of pilasters. GINf rc ; , 6. Abandon and fill with mortar, extg. 5 7 junction boxes in pilasters. 72y;ZE � ti i Exsn ars wJ h � Ig5 bars Z Install up to 2, J2 "x12 " ceramic tiles, N y i Retaining wall behind pilaster supplied by city, centered in each pilaster, as directed. t3 � ,; ✓ 8. Stone veneer to be installed around LJ ,LSO 'T d✓' Existing concrete footing ceramic tile, coordinate with City of 14 , QP P� P ao Tigard for depth of the protrusion. T P p NEW CMU PILASTER SECTION 3 � EXPIRES: 06/30/2014 0o SCALE: 1 " =5' i Revisions and Addendums 1NHPaclficIPROJECT ENSINEBWNG DI DEPARTMENT SW 72ND AVE AND SW DARTMOUTH S T SHEET . wa Description Date No, B PUBLIC WORKS DEPARTMENTRW2 3125s. WNAueEVU. INTERSECTION IMPROVEMENTS24 TIGARD, OREGON 97223 OE 9755 SW Barnes Rd, Suite 300VOICE.' 503-639-4171 69 Portland, OR 97225FAX. 503-624-0752 503-626-0455 Fax 503-526-0775IAWWTIGARD—OR.GOV FILE NO www.whpacc.comCMU RETAINING WALL ELEVATION WLI DESIGN: PDT DRAWN: DEF CHECK: : 95035 1 '- 115/x " (typ.) 2 — 75/8 (typ.) REVISED AS CONSTRUCTED Section 7 14 '- 10 " Section 2 14 '- 10 " Section 3 14 "- 10 " along fill face curve along fill face curve along fill face curve JANUARY, 2015 " THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED 5—#5 vert. pilaster bars, 4—#5 Vert. pilaster bars, #4 rect. hoops P @ 12t(typ.) BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. MILE THIS fill face t 1 INFORMATION IS RELIEVED TO BE RW IF, WHPAGDC CANNOT ASSURE ITS ACCURACY, AND fill face (typ.) (yP ) 7 THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWNG OR FOR ANY #5 bars @ 1 B �" ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE #4 rent. hoops @ 12 " (typ.) open face RELYING ON THIS RECORD DOCUMENT ARE AOWSED TO OBTAIN INDEPENDENT WRIHCATION. O 27—#4 c—bars N #4 horiz. bars 1a o rj x cont. @ 12 „ too both faces ^ #4 rect. hoops @ 12 (typ.) #5 bars @ 6" ,I fill face <r o � ^ I m ` � a o m ^ a v a Q_ 4-#5 vert. pilaster bars, open face (typ.) I N '-2 " 3" drainage block out tB'-0 'l } CIP WALL REINFORCEMENT DETAIL pen vert. pilaster bars, 3° al. o #4 footing bars top and bot. mat SCALE: 1 " =5' open face (typ.) #4 c—bars GENERAL NOTES: Pilaster Paser ca 1 . Wall and caps to he t2 " gap (typ.) P (typ.) Class 2 surface finish, no J 5see detail sht. RW6 coating. NO handrail O 2. No stone veneer below h See detail sht. RW6 — O finished grade on fill face of ZVIpilasters. J. Install up to 2 12 'x12 " o — ceramic tiles, supplied by city, 3Q centered in each piloter, as ? directed. z � z � aroundceramictile. 4 veneer hinstalled c°3z - Natural ledge eneer (typ.) Ceramic the 3 Q face (typ.) po BE 5 � ° 3 rc U _ ] E fB 0 N R (\V� Finished ground _ � 72\AG � N vE / y� ° 3 " drain blackout (open face) v V h t4 '- 7" Ni R 74 , 2 Elev 197. 74 1 —2 '" Q`D . T Ply s CIP WALL ELEVATION DETAIL 3 Footing } EXPIRES: 06/30/2014 SCALE: 1 °=5' Revisions and Addend°msSW 72nd AVE SW DARTMOUTH ST SHEET ENGINEERING DIVISION W a Description Date No. B WHPTcificMPROJECT PUBLIC WORKS DEPARTMENT5 1,3125 wHALL GON972 INTERSECTION IMPROVEMENTS z5 TIGARO, OREGON 97223 OE E9755 M Barnes Rd, Suite 300 v0/CE.• 503-639-4171 69 e z Portland, OR 97225 FAX: 503-624-0752 eimi.w6-0455 Fax 503.525-9775 www.n°^R°-°R.G°v CIP RETAINING WALL ELEVATION DETAILS E W62G y V www.whpacifc.com DESIGN: PDT DRAWN : DEF CHECK: AB : 95035 REVISED AS CONSTRUCTED JANUARY, 2015 THIS RECORD GROWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATON FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECRON STAFF. MILE THIS INFORMATION IS BELIEVES TO BE RELIABLE, WHPACIFlC CANNOT ASSURE ITS ACCURACY, AND Varies THUS IS NOT RESPON96LE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY �( ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE 2 '- 75/g " #4 Bat. hoops @ 12 " RELWNG ON THIS RECORD DOCUMENT ARE ADNSEO TO OBTAIN INDEPENDENT V&RIFlCATON. I 2 '_5" � Pilaster I� �/5 vert. bars Decorative handrail Natural ledge stone veneer m Varies A J 2 4 311 14 " radius t 8 J/5 vert. bars (YP ) %2 " expansion joint filler open face %2 " expansion joint filler 1 -0» #4 c—bar 6"� 6" FFG sidewalk concrete G sidewalk concrete 4 e - Varies ItRetaining wall behind pilaster Varies Varies #4 her. bars x cont Varies 9 12 " (both faces) I, .� I , LVaries 2'-7" #5 bars 9 18"p12 " 2 — 10 '`� e Pilaster 1: 14 ' 5" oen face #5 vert. bars, i. 1 fill face I . . 9 Pilaster 2: 15 ' S " Pilaster 3: 16'-0 " #5 bars @ 6'; Drainage geotextile Y .I Pilaster 4. 17'-0" fill face Section 1: 9 '-5 " 1 , Section 2: 1 1 '-4 " 0o Section 3: 11 '- 70 " Granular drain backfill Y ,< Wall fill face Pilaster (open face) `I Drainage geotextile Wall open face id T ,f ' t. - 3 " block d. out ^� Granular drain backfill 39 10—#4 her. x cont 1 Finished ground i footing bars, top and Finished ground i bot evenly spaced IIed p , . 2 ,-6 „ 3„ old (typ,) . .�.. . } • 3„ cL (t O � z � o s � #4 c—bars • � 1 '_2 " /f4 c—bars (typ.) � 1 '-2" e (tYP ) } } FD PROF G N & Pour footing against 3" MW undisturbed soil Pour footing against 9 '—D " �� \AGINe q i 6 6 " undisturbed soil 72 En ° F 9 ,-0 „ 10—#4 her. x cont footing V n p bars, top and bot evenly 9 N L t 6 ' CIP WALL PILASTER TYPICAL SECTION 6 spaced CIP WALL TYPICAL SECTION SCALE: 1 " = 3 : " = 14 , ' SCALE13' 2 P o Q' Po T PPe a°a a` 3 � EXPIRES: 06/30/2014 Revisions and AddendumsSHEET NOINEERINO DIVISION SW 72nd AVE & SW DARTMOUTH S T z Description Date No. B afcifi7c MPROJECT PUBLIC WORKS DEPARTMENT RW4 WHP U13125SwHALL GON97V INTERSECTION IMPROVEMENTS 2O v 9755 SW Barnes Rd, Suite 300 VOICE.TIGARD, OREGON 97223 OF VOICE.' 503-639-4171 e o Portland, OR 97225 FAX: 503-624-0752 69 503-626-0455 Fax 503-5260775 - WWWTIGARD—OR.GOV ELLE NQ o www.whpacifc.com CIP RETAINING WALL TYPICAL SECTIONS WL2 DESIGN: PDT DRAWN : DEF CHECK: AB : 95035 3 " cl. (typ.) NOT REVISED AS CONSTRUCTED JANUARY, 2015 #5 bars 0 12 ° CIP footing II'. #5 bars @ 6 '; bot mat toP mat 3 " Cl. Nis ) L-47J-3'j R=33'-8" 10—#4 footing bars evenly spread top and bot 60—#4 c—bars (typ.) L=59 '- 103/4 " R-42 '-8 " CIP WALL FOOTING DETAIL 5—#5 vert. bars, SCALE: 1 " =5' fill face (typ, ext pilasters) C/P footing 2—#5 vert. bars (typ.) 3 6 ,. OV z 6., 2 '- 75/a " (typ.) 2 ,-35/8 " Wb h 3 _ 5 '-8 " (typ.) 4—#5 vert. bars, 2—#5 vert. bars (typ. 251 z � 7> #4 rect. hoops �o� '• o/ 7 fill face (typ. int. pilasters) a�9 �P °, 1 ' 0 „ (typ. ext. pilasters) rc h � �e oyA.J o o 3 e 16'— A4 ' rc o along face of wall - 03 4—#5 vert. bons, _ 2 '- 7518 " (typ. ext. pilasters) 6„ t int. pilasters) L=53'-8314 '" 2 '-0' fill face (typ. P Qo ) R=39 ,-8„ along curve ED6 PTF m � #5 vert. bars 0 6, 2 '-3518 " M w fill face C� F N E 7 '- 7518 72� En #4 rect. hoops 12 ' y � i (typ. int. pilasters) - R � 3 #5 vert. bars O 12, ' 3—#5 vert. bars, G J 01 E � open face 1 - 115/8 "' open face (typ. int. pilasters) 14 • 20 QPM 00 (typ. int. pilasters) D ys CIP WALL PLAN SECTION TPP 0 3 � SCALE: 1 " =5' EXPIRES: 06/30/2014 � w w � Revisions and Addendums S W 7 2nd 0 ,. S W DARTMOUTH S T SHEET ENGINEERING DIVISION J VV / L! AVEV L CX, J VV V F3 Description Date No. B a PUBLIC WORKS DEPARTMENT RW5 WRPfcififMPROJECT 13125 SW ^« e � INTERSECTION IMPROVEMENTS 27 �.0 97555W Barnes Rd, Suite 300 TIGARD, OREGON 97223 OF E 9755 Sd, Ba 97225 VOICE: 503-639-4171 69 a FAX: 503-624-0752 x � 503-626-0455 Fax 503-526-0775 WWWTIGARD-OR.GOV FILE NO 44 www.whpacificxoaa CIP RETAINING WALL FOOTING DETAILS WL2 DESIGN: PDT DRAWN: DEF CHECK: AB : 95035 GENERAL NOTES: REVISED AS CONSTRUCTED 1 . Steel cable to be 1x19, type 376 stainless steel, with type 316 stainless steel adjustable swaging at both ends. JANUARY, 2015 2. Cables to be tensioned starting from the center, moving out. 3. Tighten cables such that there is minimal deflection in cables and end plates. THIS RECORD NAMING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED 4. Field verify dimensions before fabrication. BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHITE THIS 3/Tg " steel cable thru intermediate INFORMATION IS BELIEVED TO BE RELIABLE, VMPAaFIC CANNOT ASSURE ITS ACCURACY, AND and end plates t 5. All nuts, bolts, and washer's to be type 304 stainless steel. 3/6 " stainless steel cable (typ.) THUS IS NOT RESPONSIBLE FOR THE ACCURACY DF THIS RECORD DRAWND OR FOR ANY p (typ-) 6. Grind and Smooth all rough or sharp edges. ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INODRPORATED INTO IT AS A RESULT. THOSE 7y4 " end�intermediote plates 7. Steel plates to comply with ASTM A36 Bent top plate REEDING ON THIS RECORD DOCUMENT ARE ADMSED TO OBTAIN INDEPENDENT VERIFICATION. 8. All rail plates to be powder coated black, gloss finish y4 " intermediate plate placed — 3'_3„ 2 '_ /5/8 • — 3/6 " bent top plate � fl " overhang at y4 points along wall (typ.) I I (see detail this sheet) oj f4 " cable Y4 " corner 4 spacing (typ.) stiffener plate y4 " end .l� plate (typ.) 1441'2 ' End/Intermediate plate 7 XX 9/ " holes 9/ holey4" anchor plate for y2 " bolts for y2 " bolts typ. top and bot.(see detail this sht.) 2Drill holes in intermediate44Jt8 " 1D„ '" v,• and end plates to thread (typ.) (tyP ) (typ �� cables thru END INTERMEDIATE pand/intermediate y4 " anchor plates 11 '- 1d/4 " CMU wall Pilaster PILASTER CAPS plate 74 '-2/2 " CIP wall along curve, at center of wall verify SCALE: NTS RAIL TYPICAL SECTION y4 " corner stiffener plate Sidewalk concrete SCALE: Y2" = 1 ' —O" placed at 45° (typ.) 5, Retaining wall Structure DECORATIVE HANDRAIL 1 excavation 3 SCALE: y2" = 1 '-0" limits 0 0 03 1 » rcf 1 » Granular o fi structure backfill y4 " Stiffener plate limits a 3 f 103/4» y4" lntermediot%nd 9 /5 " Bent plate typ. top and bot. Varies 12 '-4 " 3z top plate stiffener plates to 9 '- 11 " y4 " anchor plate {.� 1y2 " (typ,) Granular we// e3 — Concretelcmu wall a backfill o t2 " R— 4 s � (typ-) (typ.) typ. top and bot. Existing ground e � stiffener plates a o End/intermediateq 4 » � �� PROFF G Q o — /2 x 8" stainless a i < g plate steel bent anchor �� GINE mp bolt (typ.) 0 0 / 72yE (1 l BENT TOP PLATE DETAIL g '. R V em SCALE: 2" = 1' -0" ANCHOR PLATE DETAIL O{ � �J` �OoA s� SCALE: 1 " = 1 ' -0" ri �D 14 , QQP STRUC . BACKFILL & EXC . r P 3 SCALE: NTS EXPIRES: 06/30/2014 zRevisions and Addendums ENGINEERING CIVISION SW 72nd AVE SW DARTMOUTH ST SHEET w° Description Date No. B Paa MPROJECT PUBLIC WORKS DEPARTMENT RW6 1WHuCi 1C3,25S. w �A« e � INTERSECTION IMPROVEMENTS 28 VOICE.TIGAR , OREGON 4171 OF 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171Portland, OR 97225 FAX: 503-624-0752 69 503-626-0455 Fax 503-526-0775 WWwTIGARD-OR.GOV FILE NO 4- Bz www.whpaoWc.conn RETAINING WALL DETAILS` WL2 DESIGN : PDT DRAWN: DEF CHECK: AB : 95035 si` '`\ ✓ 9/ " ° REVISED AS CONSTRUCTED 9 ✓ DaY li ht line � \ !P ,\ �\\ JANUARY, 2015 '' ` ` \ rl° ' TIIIS RECORDDRAWING HAS BEEN PREPARED, IN PART, WED UPON INFORMATION FURNISHED` RAW \V �� °�I� BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS v"v j INFORMATION IS BELIEVES TO BE RETIABI WHPACIHC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWNG OR FOR ANY \ i c V`d, / ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE 1773' Rt. �\ 88 ' Black vinyl coated CL-4R fence �� e°° p, RELYING ON THIS RECORD DOCUMENT ARE AONSED TO OBTAIN INDEPENDENT VERIPCATION. ♦ Begin wall �\ `� (see Oregon Standard Drawing RD815) "C " 11 +24. 95 33. 00 ' Rt. / End wall / \ 'M" line \ \ '`� yO'\ Temp. ° const. easement �' rv� °/5♦ \� \ ` Wall drain pipe, connect to inlet, i \� see° sht. L1 ° /o /, / "C" line SCALE: 1 " = 10' m Z'' c� �, o ' t utility trench 10' 5' 0 10' nder sidewalk o _ °� �I� i Start eo rid reinforcement ` R= 19. 46' _ �i�>c/ C _ a �� / GENERAL NOTES: \ \,p 'M" 1 +54. 16, 22. 03' Rt. �L=22. 57' ° `c �J 1 �\ �c� 4=66°27"51 " a ° i Block Allan to be constructed ♦ J. � o ° .y �° / �� using AIlon Block, AB Classic with P' 6' batter, or approved equal. rP i / 2. Geogrid to be Ten Cate Mira rid ss\ ♦ End eo rid reinforcement " "pP l PT "C" 11 +60. 66 27. 48' Rt. = 1j 3XT, or approved equal. +42. 45, 24. 91 ' Rt. = f /j / 'lvl" 1 +29. 10, 43.87 Rt. �j , 3. Woll callouts ore to wall control C" 1 1 + 79. 12, 41 .51 ' Rt. a „o s/s° / line. -�° /�, y - ✓ / / ' �,� / / 4. Follow manufacturer's installation ° °�� X ♦ �� -J ° ¢ �I� v / recommendations. `SO ,- PC M" 1 +39.98 25. 52 ' Rt. = ,fgr - 11 + 78. x .1 39. 01 ' Rt. °° PLAN ,f� COCK WALL Yuen�uen� a°n con ' \ 03 t°n isn�j°n�en ° 0 5 TE: HORIZONTAL 1 " = 10, y,5� - 3 21 90 )- 7/2» Wall length along radius w Start googrid reinforcement CL-4R Fence e "M" 1 +54. 16 o Connect drain pipe to inlet "M" 1 +71 . 64, 17. 73' Rt. 'M" 7 +49. 08 Elev = 244. 12 Perforated drain pipe y � End eo rid reinforcement 3 Begin wall 250 'M" 1 +42. 45 Extg. ground m Geogrid reinforcement End eo rid reinforcement at fill face °off 'M" 1 +28 m2 3 ¢ � 0 245 2 - - Qo 240 - -2. - -- - -- - - -- - - -- G 14 "C .11 +5795 2748 ' RtN G I N E Flev 243. 45 F Elev. 239. 77 "C" ll +37. 70 27. 48 Rt. Finish grade 72yE l m � 235Q"1 'M" 1 +61. 44 20.24 ' Rt. /Mm1 +39.37 25.85' Rt. "C " 11 + 69. 40 29. 47' Rt. = Elev. 240. 44 at open face v Elev. 240. 44 Elev. 239. 10 "A4"1 +30. 77, 35. 07" BE. ° m 'M" 1 +56.34 21. 49 Rt. Elev. 239. 10 '"C" 11 +24. 95 27. 48 ' Rt. R W 'M" 1 +65. 08 19.34 ' Rt. -o �3 230 Elev. 241 . 11 Elev. 239. 77 End wall1 L 74 , 2�0^ Eo "M" 1 +68. 72 18. 45 ' Rt. ELEVATION - BLOCK WALL ( FRONT FACES PoT PPe o E/ev. 241. 78 " pSCALE: HORIZONTAL 1 "= 10' aQ 'M" 1 + 70. 91 17. 91Rt. EXPIRES: 06/30/2014 3 � Elev. 242.45 VERITICAL 1 " = 10' Revisions and Addendums INEERING DIVISION SW 72ND AVE AND SW DARTMOUTH ST SHEET ENG is Description Date No. j B WHPTclfic C �` C /� TI� � qT �` RW7 PUBLIC WORKS DEPARTMENT NTLRJLI� ( ON IMI ROVE VIEN J 13125 S.W. HALL BLVD. 29 oa �. TIGARD, OREGON 97223 OF 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 Portland, EAx: 503-62RGOV BLOCK WALL PLAN AND ELEVATION 69 x � 503-626-0455 Fax 503-526-0715 ® WWWTIGARO-OR.GOV FILE NO 4 4 www.whpaclFlacom 95035 STA "C " 11 + 75 WL3 - DESIGN: MAD DRAWN: MAD CHECK: PDT PROJECT NO: _ ___ --- - NOT REVISED AS CONSTRUCTED Black vinyl coated CL -41? fence f JANUARY, 2015 Extg. ground Cap block Wall control line Cut or displace geogrid around post I I � o \ Vi�\VA�f�VAiAAV Aye Fill block core w 6 batter I commercial grade or lessI \\ Native soil 2 '-0 " /n non—MSE sect/on concrete around 3'-0 " in MSE section fence post 6• batter 5 '-0 " Structural �I or less Excavation Limits MSE granular wall backfill 6 �I, %2 » expansion joint filler 1 1 2 '-0 " 0}" 1 '-8 " Sidewalk A 4 STRUCTURAL EXCAVATION DETAIL Modular block core and SCALE: NTS ° 12 drainage backfill Geogrid reinforcement (as shown Wall control line Black vinyl coated CL-4R fence 1 Block Cap black embedment min. 6" min. Perforated 4 " drain pipe wrapped 3 6 cover min. in drainage geotextile \ v 2 -0 » Fill block core wl 6• batter o� } Agg base leveling pad commercial grade or less N concrete around c � � Connect to inlet fence post See sheet Ll y\ Native sail TYPICAL MSE WALL SECTION Varies 1 '-8 " to 4 '-43/8 " Sto . "M" 1 +54. 16 to " M" 1 +28 3 � e r � SCALE: NTS / o� /z expansion joint filler mz ° Modular block core and � a Sidewalk drainage backfill 0 5� 03 12 " 044 o ° Perforated WROFF ryp a 4 " drain pipe wrapped �� \AGINE / 1 Block in drainage geotextile F. 0o embedment min. 6" min. 72 (1 U V R } 6" 6 Agg base leveling pad a2'-0» R TYPICAL NON — MSE WALL SECTION Q G 74 , e o Sta . " M" 1 +71 . 64 to "M" 1 +28 a s Sta . "C" 11 +79. 12 to "C" 11 +24.95 3 � SCALE: NTS EXPIRES: 06/30/2014 Revisions end Addendums ;ION SW 72ND AVE AND SW DARTMOUTH ST SHEET ENGINEERING DIVI W a Description Date No. B RW8 PUBLIC WORKS DEPARTMENT WHfifuh7c " 13125 S.W. HALL BLVD. INTERSECTION IMPROVEMENTS 30 9755 SW Barnes Rd, Sulte 300 VOICE:TIGARD, OREGON 4171 OF c E VOICE 503-639-4171 69 e i Portland, OR 97225 FAX: 503-624-0752 503-626-0455 Fax 50&526-0775 ® WWW. TIGARD—OR.GOV FILE NO � � DESIGN MAD{I DRAWN : MAD CHECK: PDT PROJECT N0: 95035 BLOCK WALL TYPICAL SECTIONS WL3 NOT REVISED AS CONSTRUCTED JANUARY, 2015 1 1 "C" Sta. 18+45. 87, 33. 00 ' Rt.Li u A I > Q C) I w To sidewalk ' 00 l � of P > 1 213.07 6 " Exposure 213.08 m \ � o°. - -. co Extg. R1W 1217. 7 ^ 212.22 . b',,1ry 211.22 2a ^ 0 » Exposure R/W 19 - - / 12. 13 „C» Stu. 18+ 76. 95, 42. 10 ' Lt. - + - 2 k 211. 16 \ 211. Z2 00 �� ,2aog 0" Exposure o 780 . . �a / 210.62 o. 211.61 0 _ _ /� 272. 00FL p \ 6 " Exposure _ 5.21' \ 211.04 5Gt) 220.53 211.48FL 6 " Exposure oo zto.43 � � �. \G� � \� ' � _ \ _ Future ramp wing (tYP.) \+ \ 09 210.99FL S 3 210.90EL oo• 3 210.64EL \ o _ 0 ' Exposure 00- .10 209. 70FL 6.70 210.22FL 02 0 " Exposure zdzs X "C" Sta. 18+01. 56, 64. 71 ' Lt. 6 " Exposure � n o s SW DARTMOUTH ST . SW DARTMOUTH ST . � U "C" Sta. 17+95, 68, 86.36 ' Rt. 03 O � ° � 600 Curb and gutter Interim P. C. r 2 009' max conc. sidewalk �D PROP V GIN / ry rc 'r r —N e '9 e � c- 485 C1 l N2 � 1 p3 TYPICAL SECTION A - A � o N.T.S. SCALE: 1 " = 10 15 , 2 �� a� �- TH S R 3F 10 5 0 10 EXPIRES: 12/31 /2014 00 iF Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET qv ENGINEERING DIVISION ?� Description Date No. B MPROJECT PUBLIC WORKS DEPARTMENT D1 WHPTc1f17c13725 S.W. HALL BLVD, ,31 0 97223 INTERSECTION IMPROVEMENTS GE y v VOICE , OREGON 41719755 SW Barnes Rtl, Suite 300 VOICE 503-639-4171 DETAILS — RAMPS Portland, OR 9722569vz WW so3-524-ms2 FILE NO 503-626-0455 Fax503-52fi-0775 WWW.TIGARD—OR.GOVwww.whpacifio.comDESIGN: JTT DRAWN: ✓AJ CHECK: KSR : 95035 NOT REVISED AS CONSTRUCTED I S W 2 N ® � V NOTE: JANUARY, 2015 n 1 1 f I R = 50'32' 1 Joints for all manholes shall use the circular 4 = 67°32'59" manhole boxout from the American Concrete 2139 21 11 L = 76.40' Pavement Association (ACPA). For details, see 1 4 R = 30.00' I sht. D5. A = 54°13'36" 214.01 L = 26.39' g^ 214.064 214.87 c�js ` 2. Joints at new manholes may be adjusted in the LEGEND: / 21209 2133n 21 21k� 1k26 field by the contractor after approval by engineer. X TBR TO BE REMOVED 'j 3. Joints for all utility and monument boxes (not TBR 214.52 �2 shown) shall use circular manhole boxout from I. �r I 21102 1233 1 �2 1300 3 p,2 3 0 3�2 ti \ ` the American Concrete Pavement Association (ACPA)_For details_ see_=ht. D5._— _ W N 21413 2 . r ~ � 0� 2113 21� 212, � 12aa 2136 �o a �\ Remove curb end 211.32 21 X05 • °) 2213.30 2 213.89 gutter to inlet --1- 2 2 21 • 212• 12• 21 — 3 p2_ g'3 R3 1`31 130,6 II I I I Sawt line I 2021 0 90 210 210�k 2113$ 21 In 121 ZN$ 011 308 \ 32k 3 n1 \ 214.22T214 478 "- �- I DIPRTMOUTH ST . �— � SW � 039 03 2100 210 21099 211 p1 `` 21220 212c,3 I21 33 2110 213' g \ \ \ IO 211,84 -- - _ I I EoBnd e� lsf%n I ® I 20 002 9g1 1p31 CG 11� 5 6a 22 I g2 0� 5 0 T— I� trgnsverse joints -- No 2NT 2 21 NJT 21 211 11 212 12 21 213 2132 1"E — I + -y- 2°� 209, 1 2101 210y 2109 21130 21160 112 Wcut li 1223 251 \ o o�'I \ S(Extg.q ne + o I E� . t gunte r edge CEJ 20 ,49 11 ' 11 ' 11 ' 11 ' 12 ' 11 ' 21 212 joiht) 0 2 1 11 ' 11 203k 00'98 2103 210 21109 21136 21168 1193 2219 1212h1 ' � \ Y \ �� ''.. � � 2001 Og 0�. � 09�� 21021 21060N 1093 2111 211�1 211611 Pte_ � '', N TBR `' 1 2 1105 1 I 03 Remove curb o. 0 1 20• 20. 2 21 • Szz andutter / 6z PRO g 0 POFD F` G N � 7 + 0 ® 200 2101 2109 2121121 � � -N - C�� ° 4g5 210,51 y " . . . . . 9 ,`06 0�0 10.3° N 002 -- 50.00' R. . J 0 2 21 10 A - 63°19'05" `on . . R = 50.00' 210,57 / L - 72.71' _ 20 g � . . . 1 1 1 SALE 20 2 5 , 3 "C" LINE 20 70 0 20 EXPIRES: 12/31 /2014 z Revisions and AddendDms SW 72ND AVE . AND SW DARTM ® UTH ST . SHEET y � ENGINEERING DIVISION Description Date No. B WHP acific PUBLIC WORKS DEPARTMENT D2 " 13125 S. W. HALL BLVD. INTERSECTION IMPROVEMENTS 32F �. TIGARD, OREGON 97223 It 9755 SW Barnes Rd, Su&e 300 VOICE.' 503-639-4171 Portivz 503-an6-0455 225 FAX: 503-62RGOV DETAILS - INTERSECTION GRADING & JOINT PLAN 69 503- .whpa55 Fax 503-526-0775 0 WWW TIGARD—OR.GOV FILE NO a � www.whpacifiacom DESIGN: LITT DRAWN: JAJ CHECK: KSR PROJECT N0: 95035 I LEGEND: SW 2 N ®® � REVISED AS CONSTRUCTED JANUARY, 2015 TBR TO BE REMOVED I NMS RECORD DRAWNGHASRFENPRFPARED, IN PART, BAST UPON INFORMADCW NRNIXD BY )HE GENERAL OX)RACTOR ANO WAWING0 COUNTYINSPECn STAF WKE NNIS DOWELED JOINTSINf6VYAB6WISBBNE0T9BEREUARIf, )WPAU9CCANN0TAS%REHSACCURACY,, AND THUS IS N0T RES°OYSIBIEF07 IHf ACCURACY6F IRIS RECM DRAINNC OR FN ANY 1 " X 18 " @ 18 " 0.C. ., 1 ERRORS 07 OMISSMIE 9I101 NAY HA 6EREEN INCORPORAED IN70 IT AS A RESULT. N09 OR DRILLED INTO EXISTING N RFL MNG GN IMS RECORD DOCUMENT ARE ADNSED TO OBTAIN INOEPENDENT A09CAR04 TIE BAR JOINTS \ #5 X 36" @ 36" O.C. TBRIr B N - _ L I I I I I Sows' t line -- - S V D RTM ® UTH ST . S�Nu�le A- FDA O it q o I �Zg. joi t> \ + \ N 11. 01 11 11 ' 11 ' 12 ' 11 ' 11 ' 11 ' 1 42 � p I U > O x / 23 Ga N TBR s � I E3 mo N � ��F�D PROFF G I q2 ryOiNE / 0o 17 + oo 48� En Nj V N U \ Rpg,UN /.. SCALE : 1 " = 20' 15 , 2 Transition slab mmmmmiC TH S a° 1 "C" LINE 20 70 0 20 EXPIRES: 12/31 /2014 Revisions and Addendums SHEET = s Description Date No. B 1NHPaclfic PUBLIC EWRKSDSICN SW 72ND AVE . AND SW DARTMOUTH ST . PUBLIC WORKS DEPARTMENT D3 w 13125 S.W. HALL BLVD. 33 INTERSECTION IMPROVEMENTS TIGARD, OREGON 97223 GE 9755 SW Barnes Rd, Suite 30D WWW. 503-639-4171 DETAILS — REINFORCED CONCRETE PAVEMENT LAYOUT a i Portland, OR 97225 FAX: 503-624-0752 69 503-fi26-0455 Fax 503-526-0775 WWW TIGARD—OR.GOV EFL—EN O u 4 www.whpacMacom '. DESIGN : JTT DRAWN : JAJ CHECK: KSRFPROJ;ECTNO: 95035 REVISED AS CONSTRUCTED New P. C. C. JANUARY 2015 intersection Asphalt roadway (72ND AVE.) TMS R16ED YK ARANG HAS BEN PREPARE, IN PART, BASED UPO!INETRMAMI I IR SNN BY 781 T NE15 UTWOCIT AND ARE, WPACCUNTYIIVOT A OR ORSTASF.ACCURACY, Y, A Level 3, HMAC wearing course INftIRMAPTY ISBE!/EIED TO BE RfI/AB(f, NRPAgFlC CANNUT ASSURfIIS ACCURACY, ANUI, 3, THUS ISNOT RE M IRAFT FOR TRE ACCURACY OF THIS RECORD DRAWS OR FOR ANY nom. Comp. thkn. — 2" ERRORS 07011#S9ONS #NN MAYIIA Vf&fN INC0RPORARD INT0 IT AS A RESULT. BYTE 3„ Transition slab BIT 4#6 IN THIS RfOND D00IMENT ARE A0NSN TO 0BTAIN INDEPI NDENT WN70170, Constr. Level 3, HMAC base course joint . - nom. comp. thkn. - 6 " (2 lifts) New P. C. 0 Extg. P. C. cone. pvmt. Q 4 I 9 it a - 4Y2 „ Prefo 8" 9 " rmed expansion joint filler with a sealant (follow ACPA sealant details) a 13" Agg. base Grease & ca roved equal —/ *g P ora PP1 " x 18" dowels @ 18" o. c. *Shorten length in Dartmouth PAVEMENT TRANSITION SLAB - 72ND AVENUE P . C . C . CONSTRUCTION JOINT pavement wedge area at beginning N . T.S. N.T.S. of right turn lane. a 0 3 Wo � o ov Sealant to follow American Concrete W Pavement Association (ACPA) Wb 2i SOW cut is � U a 3 3„ a o 9„ 9„ 0 3 T4!12 /5x36" tie bars GIN e a � VDowel Bar 48�` -LOU (1 l Nti SECTION A - A SECTION B - B �R yy V m TIE BAR JOINT DOWEL BAR JOINT 75 E � 00 N. T. S. N.T.S. ` TH S 0 3 EXPIRES: 1231 /2014 00 r Revisions and Addendums ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET z � Description Dote No. 1 By y� HPacificMPROJECT PUBLIC WORKS DEPARTMENT D4 Wa IJ125S.WNALLOLVD. INTERSECTION IMPROVEMENTS 3oF TIGARD, OREGON 972239755SW OR 97es Rd, Suile 300 VAIGB 503-639-4, 71DETAILS - INTERSECTION PAVEMENTiPortland, OR 97225 FAX: 503-624-0752 69 503-626-0456 Fax 503-526-0775 WWWTIGARD—OR.GOV www.whpacfc.com FILE NODRAWN: IAJ CHECK: KSR : 95035 — - - NOT REVISED AS CONSTRUCTED 12Min. 48" Max. JANUARY, 2015 Finish Grade Surface PCC Cone. paving Joint Asph. Cone. Wearing Asph. Cone. Course. Thkn. 2 " Min, Street 3/4 '-0 Backfill Wearing Course Side ` Isolation /y2„ \ Finish Grade L12 ” U Asph. Cone. Field Min, Base Course 3s" Side Min. IL Cover 4 ' Fronf7er : '. I i //4 Hoop Or Bar '4 7WTC 2 " PGE Conduit Lighting � \ 7f o Raise As o Cut Line 1. Directed 1 - 1/2 " Depth `: 2 Comcosf 4 " & 6' Mortar 2 " Max. 3" Min. (Typ.) PGE Joint (See Note 10) / / fix//�% Undisturbed Conc.manhole Adjustment Rings As Required // . jy/ earth Backfill With Early Strength P. C. Conc. (Min. 12 " Thkn.) CIRCULAR MANHOLE B O X O U T @ PCC JOINT N.T. S. METHOD „ A „ N .T.S. Note: The utility trench shown is a Notes schematic location of the utilities only. See Utility Plan for actual 1 . Cover Manhole With Building Paper And Const. Asph. Conn. Base Course numbers of conduits. And Wearing Courses. Future fire �� Future water 2. Saw Circular Excavation Around Manhole 12 " Min. From Manhole Frame. JOINT UTILITY TRENCH SECTION service I service N . T.S. J. Raise Manhole Frame And Cover To Finish Grade By Installing Cone. F - I Manhole Adjustment Rings And Leveling Mortar. 0 Future water Future backflow meter 4. Backfill With Early Strength Portland Cement Concrete. r3 prevention vault L J IFuture double 5. Protect From Traffic Loading Until Cone. Has Cured To 3600 PSI. o m w m check valve iRoadway Structure I- — —[ 6. Apply Tack Coat To Edges Of Existing Pavement Before Installing Patch. o rc CL CL R/W w C Offset v Offset And Elevation 7. Finish Joint With Asphalt Seal And Sand. oShown On Plan 8. See Std. Drg. RD336 For Manhole Steps Details. c n Varies See Plans T See Table SI 2% Line size gate valve 2 " Temporary 0 F Cone. Curb And Gutter blow—off assembly 9. See Appropriate Manhole Standard Drawings For Details Not Shown. a � (Detail 202, sht. D23) 03 10. Use Epoxy For Synthetic Grade Rings. 00 SI. As Shown E MANHOLE FRAME ADJUSTMENT SEQUENCE ? On Typical Sections 0 c� N.T. S. y o CG-301 CG48 Inlet, Or CG48 Wet tap G n Manhole As Shown On Plan rO \ N Inlet Type T (ft) W Extg. 12 " W W 481NEE / h CG-30 1.38 ` y ry CG48 1 .38 Inlet CastingMay Vary1 ng CG4BMH 275 Hold Face f Curb Diension FIRE SERVICE TAPPING DETAIL R N MOD. CG48 MH 3.00 For Inlet Placement N.T. S. �z 15 , DRAINAGE STRUCTURE OFFSET DETAIL TH s . N.T.S. 3 EXPIRES: 12/31 /2014 00 Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET S2 Description Date No. B WHPRffi7cMPROJECT ENGINEERING DIVISION a PUBLIC WORKS DEPARTMENT D5 w `� 73125 S. W. HALL BLVD. 3,5 9755 SW Barnes Rd, Suite 300 TIGARD, OREGON 97223 INTERSECTION IMPROVEMENTS of VOICE 503-639-4771 a � Portland, OR 97225 FAX 503-624-0752 DETAILS — UTILITIES COMBINED TRENCH RILE6o 50&626-0455 Fax503526-0775 WWW. 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C-2 C-2M sed to set u act else materials. Me height of — Type ult spat0 RD314 Open Grade HMAG Drainage Details E( RD366 Concrete Inlets Type CG-1, CG-2 And GINE 2 A new rr culvert installation shall be of like D cover for any g wo n a' Pipe may var anion DO a Curb Inlet Channel height of cover shoillu rgancient throughout. be measured to t9e bottom 11 d • asphalt coated and fulifly • • SlopedEndsForConcretePipe , , 3 Extension a' s metal culverts may o' " of asph. cone pavement or P.C.C. walk. PM = Pol aria, Y" thkn. coated both • • • metal or corru�atjog lb� rills Yah 320 Paved End Slope For Culverts 5'-0" Maximum n s For connecting detail s, see (a) Cross—sect= al Ith different sides 0 RD370 Ditch Inlet Type D Standard Drg. o. RD326. materials. ed r Tew and PC 01yetlyiene inside lining, polymeric 0 RD322 Safety End Section Metal Pipe 0 RD372 Concrete Inlets Type CG 4. Dimensions shown ere nominal. aluirminumNare acceptable alternatives use a Outside Cr' RD374 Area Drainage Basin Or Field Inlet U decanted 0 RD324 Safety End Section Concrete Pipe • • Drainage. _vron industrial _ RD326 Coupling Bonds For j. • �C • 5 All separate ne for each type of material. CIM = . . . — AlumAt Steel - ble to he ;n 5 of I nal . , up r,i,,e shall Lconfe to th.et,AASHTO normal to FIE � Epoxy coated 0 , MetalPipeSlopeAnchors :• Fill Height Tableapp pip and %'cliflooCinr of (2) Cross sectional shope Of r'cdIng GO Abbreviations for existing Fibs materials &( RD336 Standard Storm Sewer Manhole Corrugatedh e Involved longitudinal axis, prior to 15 , A — Pipe — Arch AD Asbestos names 0 RD340 Storm Sewer Pollution Control Manhole 0 RD382 Fill Height Table — Alunn & Steel Pipe — ound Al Corrugated cluminum 0 RD342 Shallow Manholes Arch E = Elliptical (5% nominal elongation) Cc Concrete 0 RD3a4 Fill Height Table — Alum. & Steel SpiralNOT REVISED ASS� RD344 Standard 48" Diameter Manhole S ST CorrugatedRib Pipe a . , JANUARY, 2015 concrete pipe Is 15". X . o RD348 Manhole With Inlet RIF • • • . . a HOPE Pipe Revisions and Addendurns =Nllllll� ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . � - • • � • �� PUBLIC WORKS DEPARTMENT WHPTclfi( - • - - • --- 9755 SW Barnes Suite 300 , �_�� i NOT REVISED AS CONSTRUCTED JANUARY, 2015 ', CURB JOINT DRAINAGE BLOCKOUT SEE STD 3" LD. SCHEDULE 40 DETAIL N0. 746 {� 5' MIN. � SEE NOTE 5 ROW 1 ' —6' DWV (ABS OR PVC) 1 " BATTER I^ PIPE W/COUPLING 27. x ' c)v:, t ROA ROAD t ' : ^, 3/4" R 5° EDGE D 1 g 1 R — •. COMPACTED SUBGRADE � ` 2 OF 3/4"-0" BASEROCK '6„ 5 a-� ' DRAINAGE BLOCKOUT 40 BAE COURSE °ADO 12" _ DWV (ABS OR PVC) PIPE W/COUPLING 24 SIDEWALK ADJACENT TO CURB p , p o a 16" COMPACTED SUBGRADE � PLTRIP {� 5' MIN. �j ROW o O Q o STRIP ( y'l �-- 27 6�. OQ O OQ 1 . CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. ROAD 0 O 'C ' 2. EXPANSION JOINTS: A. TO BE PROVIDED: 9 1) AT EACH POINT OF TANGENCY OF THE CURB. 2" OF 3/4"-0'• 2) AT EACH COLD JOINT. COMPACTED SUBGRADE � BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. NOTES: 4) AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB 1 . EXPANSION JOINTS: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. NOTES: A. TO BE PROVIDED: B. MATERIAL TO BE PRE—MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 1. CONCRETE SHALL BE 3000 P.S.I, AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1 /2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2) AT EACH COLD JOINT. 3. CONTRACTION JOINTS: 3) AT EACH SIDE OF INLET STRUCTURES. A. SPACING TO BE NOT MORE THAN 15 FEET. 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 -1/2 INCHES. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0 95% COMPACTION. BASE ROCK SHALL BE TO SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE—MOLDED NON—EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. WITH A MINUMUM THICKNESS OF 1 /2"AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT — 3" DIAMETER PIPE; THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/2" RADIUS, 0 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. a ti 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB i A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SAW CUT VERTICALLY 16" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. R'� C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' > 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3 m SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO, 126 � n OVER PIPE, S. FOR SUBDIVISIONS AN "S" FOR SANITARY ANDA "D" FOR STORM DRAIN SHALL ¢ "o' 6. FOR SUBDIVISIONS AN "S' FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL S Z CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL NU CIIYOFIIGARD APPro\m PM MPPO\m eq CIT OF TIGAM .PPPOVPp PY NO SCALE a O NO SCALE CIT OPtlGdltU NO SCALE O W A""" CONCRETE N� STANDARD " O Q Nc Emm2MVON dtt WPX[w DWG. N0. O M, Gn tAPXm, GWG. N0. WO N N� dO. ad,� GWG. NO. Q 131b9.W aALLALM "= PUBU u . SIDEWALK 120 n CURB 125 CURB & GUTTER 126 S o o010EDc 150)63 .171 vo r r cv I ) PAT (303)664Rq MPPOVk OAIE AX 4")I60>929131 MPPOVk OAR PM I3"3)GB+R9)It MMWk DAM 03 ¢ pGINE ��FD PROFF G 0 48� E (1 l o � v V Nj 3 �R rL N 151 S � o ae 3 � EXPIRES: 12/31 /2014 `oo Revisions and AddendDmB SW 72ND AVE . AND SW DARTMOUTH ST . SHEET Description Date NO. B 1NHPacificMPROJECT ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT � 7 w IJ125S.W. HALLBLVD. INTERSECTION IMPROVEMENTS 37 TIGARD, OREGON 97223 OF 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 Portland, OR 97225 FAX: 503-624-0752 DETAILS - ROADWAY 69 503-626-0455 Fax503-526-0775 WWW.TIGARD—ORGOV FILE NO w .whpacNc.ComDRAWN: JAJ CHECK: KSR : 95035 EXISTING DRIVEWAY — MATCH WIDTH & GRADE 3/4" SQUARE A A B _ B A R W LINE a ❑ , NON SHRINK GROUT SEAMED NO. 510 --,,\ SEE NOTE 3 SEE NOTE /t STANDARD CAST IRON ❑ ❑ ❑ FRAME AND COVER Q p V e ❑ p VARIES C� sTA„OARD MANHOLE 1 GRADE RING Q p n J ❑ ❑ t D ❑ � � :. - SEE \� ❑ [] 51 MIN 2%MIN. SEE NOTE 2 NOTE 3 2% SIDEWALKI! �y 1 . FINISH GRADE 61 WATERTIGHT PIPE PW30' MAX 6' G 7�G` A WITH STOPS F�1C"�� 6' 4 - 10' MIN rrrrrrrr. - PRONDE 3/4"-0 FOR A C SECTION B- B PLAN 2" MIN. CLEARANCE IMINIMUM OF 6' AROUND > ' CLEANOUT 6 MIN 3/4" 8 R/W — T - - - - - - - - - - - 1" MIN OMERIAP SECTION A— A / 27 STREET \ III I' - 11111 1 7.11�1� 11- ° \ 2. ALL PERMANENT DOLTS UTS NOTES: \� \ o�co ovq� ,z, I I 2 OF AGGREGATE 1. AT ALLEN HEAD BOLTS co" 0 0 o Trrf�-: III IT�71- r (3/4"-0") COMPACTED 1" LONG RECESSED. —1 ( #3 BAR. SEE NOTE 4. 3 MATErea SHALLBENGCWERS. SECTION A- A CAST—IRON, ASW A—a5, CLASS 30, NOTES: 1 . CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. o \ 2, CURB JOINT SHALL BE TROWELED WITH A MIN 1 /2" RADIUS ALONG BACK OF CURB, '03 CONCRETE ENCASED _ _ _ 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1 /2" PREMOLDED ASPHALT IMPREGNATED FOR PLAsnc PIPEBOTTOM OF - MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. # 4. 3 BAR PLACED 12" O.C. EACH WAY. � z 1.NOTE CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL 3 o 2. STAND PIPE¢ BE SAME SIZE AS MAINLINE UP AND INCLUDING 8" PIPE.Mo MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. CLEANOUTFRAME „„I„EFRING �FPRRTMRNT NO SCALE to STANDARD CLEANOUT STANDARD DRIVEWAY DM. No. 03 CleanWater\ Services AND COVER aeanWatrr Services ro o,f eF_ NE W/CURB-TIGHT SIDEWALK 142 p REVISED 12-06 Our commitment is clear. REVISED 12-06 Our eemmltmavt ie clew, qry OF nCARO _ DRAWING N0. 500 DRAWING NO. 510 awu: 5 � Q3 � a ��D U NW o Q 48; EnV � A N U Rte( N r _ aN 15 , o� �s NOT REVISED AS CONSTRUCTED TH S . JANUARY, 2015 EXPIRES: 12/31 /2014 `oo Revisions and AddendumsENGINEERING DIVISION Syy 72ND AVE . AND JVV DARTM ® UTH ST , SHEET Description Date No. B 1NHPacific PUBLIC WORKS DEPARTMENT OS ” 13125 S. W. HALL BLVD. INTERSECTION IMPROVEMENTS 3oE �. TIGARD, OREGON 97223 n''f 9755 SIN Barnes Rd, Suite 300 VOICE: 503-639-4171 s9 a = Portland, DETAILS — ROADWAY/DRAINAGE �.v. 503-626-04545 97225 FAX: 503-624-0752 5 Fax 503-526-0775 1 WWW.TIGARD—OR.GOV a w .whpacifiacom DESIGN: LITT DRAWN : JAJ CHECK: KSR PROJECT N0: 95035 FILE NO r I Original groundoriginal ground NOT REVISED AS CONSTRUCTED JANUARY, 2015 Cleared and 6' � grubbed surface o w o New embankment placed and Q- .E a \��\\�� compacted in horizontal layers a ° ,°i a° Pavement section (See fypical sections) '! Extg. surfoce m a P L�r�P S 36 "-48 " max. (typ) Original ground Cold plane Pvmt. removal — 2" Existing toe (full width) Excavation surface of slope METHOD OF COLD PLANING after benching AT STREET CONNECTIONS 36 " min. (tyP.) \ ' - N.T. S. 10' min. or as directed SLIVER FILL BENCHING DETAIL N .T.S. P 2" depth, unfeathered Original ground Mill edge not acceptable 6� 1 1 Cleared and grubbed surface HMAC wearing course Level 3, 1/2" dense / New embankment placed end acted in horizontal Nom. fhkn. — 2 ' P Extg. pvmt. � .\\�� compacted layers o / eo Cold plane pvmt. removal _ SvOA'e 3 = Depth — 2" 2" HMAC unfeathered wearing course thkn. } � o Surfaces are at right angles and clean. J Original May need to saw cut or transverse grind. 36 "-48 " max. (typ.) ground S 03 Excavation surface A . C . PAVEMENT MATCH AT PROJECT ENDS after benching \\/ s N. T.S. E 3 36 min. (typ.) yo NOTE: 10' min. �� PRO/- C� Q � NConstruct benches on slopes steeper than or as directed F.NG � Nf 1 :5 (V..-H) to provide positive bond with o � existing ground. /4^�8E `J (L N ^\ J \ 1 LEGEND R 3 STANDARD EMBANKMENT CONSTRUCTION J 2Qi& $ N Excavation N .T.S. Q y � 3P� EXPIRES: 12/31 /2014 00 xRevisions and Addendums ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET ' a DescriptionevA.C. ote No. B WHPTclficMPROJECT PUBLIC WORKS DEPARTMENT Dg Revised A. pavement match detail 4i,oi2a, , WHP INTERSECTI ® N IMPROVEMENTS39 13125 S. W. HALL BLVD.TIGARD, OREGON 97223 OF 755SW Barnes25 Suite 30O VOICE: 503-639-4171 DETAILS — ROADWAY Portland, OR 97225 FAX: 503-624-0752 69 503-626-0455 Fax503-526-0775 WWW.TIGARD—OR.GOV FILE NO www.whpac�ceomDRAWN: JAJ CHECK: KSR : 95035 NOT REVISED AS CONSTRUCTED - JANUARY, 2015 LOCATE FRAME AND COVER OVER LEDGE CF AT LEAST NOTES: 12' IN 1NDTx 1, All. JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET CONFORM TO THE REQUIREMENTS OF C-433. PIPE C WIN. BEINTpi 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP BEYOUND PROJECTINGINTERIOR KNOCKOUTS TO THE REQUIREMENTS OF ASTM C-478 SURFACE OF MANHOLE AND APPLICABLE PROMISIONS OF STANDARD ( OPTIONAL) WALL IS NOT ALLOWED e, MANHOLE, DRAWING NO. 010. 3. STEPS REQUIRED FL IRED ON AT TOP MANHOLES V DEEPER THAN 4e'. I: ' r 84' 01A //--WATERTIGHT 5YSEAL J " MAXIMUM 2T FROM -4 ' :d WRNGANU FRAME AND COVER . �. TOP OF OF STEP SEESSWATERTIGHT FRAME O. COYER. 10 LOP OF CASTING SEES SID, ORA'MNO NO. 11O-SA/Si 'b — 40" MAX. FOR / CR N0. ME STORM AN l/ SET FRAME IN NON SHRINK 24 MA% FOR ' �CiWT SANITARY PIPE TYPE, SIZE, AS. AND CONNECTION PER PLAN. As NOTES: 1 ! GRADE RINGS SET IN e') I +1 APPROVED MAXIMUM 12' SET IN 1. ALL PRE-CAST MANHOLE SECPONS SHALL CONFORM i0 THENON-SHRINK GROUT RUBBER CASKET REQUIREMENTS OF AM C-418. RUBBER GASKET AT TOP I VARIABLE OIA �,+ 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A OR DAY CHANNEL BOTTOM STFL STRENGTH OF 3000 P.S.I, AND SLUMP OF 2• TO 4". REINFORCEMENT ° ' 3. ALL JOINTS SHALL BE SEALED µ9H PRE FORMED GASKETS STANDARD ECCENTRIC OR SUCH AS KENT-SEAL N0, 2, RAM-NECK, OR AN APPROVED 36' CONE EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. STANDARD MANHOLE FIAT TOP 50' OTA. OPEN INSIDE DROP 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. REINFORCEMENT 5. PIPE CONNEC70NS OF 24" OR GREATER SHALL REQUIRE A WITH BEAVER SLIDE MANHOLE AND CHANNEL DETAIL at 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE SEEPS SFE 4 //6 BAR AROUND OUTSIDE OF OPENING li REQUIRE A MANHOLE CONNECTON AND CHANNEL DETAIL. SEO DRAWING N0. 100 #6 DIAGONALS BOTH SIDES OF OPENING 7. PROVIDE A MINIMUM OF P OF INTACT (UNDISTURBED) 1 MANHOLE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ��(VARIABLE 1'-4') A6 6" O.C. BOTH WAYS ON THE INSIDE FACE OF THE MANHOLE 7 2 INSIDE DROP PIPE TO EXTEND A A. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND MEc� MINIMUM OF V BEYOND SHELF. 4' MAXIMUM CLEAR OF PIPE WALL, s 25' • �� • 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' FOR SANITARY CONNECTION AND 48" FOR STORM CONNECTION. S MINIMUM R 10, WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 4Q, COVER SHALL BE USED IN ALL EASEMENT AND OFF , STREET AREAS. as 48,141N.— al 8'MIN. I " MINIMUM 12' LEDGE (ONE REWIRED) 48" MA%. FOR e1 I'/rL SLOPE TTP. . PIPE LTO MANN. HOLE TOP � 24'R MAX. I+ SECRON SANITARY PIPE TYPE, SIZE, (> AND CONNECTION j Q PIPf 3 VARIABLE DIA. p,; PER PLAN, AS APPROVED O o GD 't I PRE CAST MANHOLE SOI I I + PPE LSEEFORARGESIDDIAMETER C + ; ,� •O, . ., d v un DRAGONS NO. 160. Z SMOOTH PRIDE! CHANNEL TO ,r, ' Q. ° 0' MINIMUM CONCRETE 3/4 VERTICAL HEIGHT OF PIPE f,V;x' ' " "' •:f'T�'��"��+��1- i ... OPEN INSIDE DROP FOR o Ir MINIMUM of Y4"—O• caMPACTED :7zMINIMUM ..i r,,; ' LARGE DIAMETER PIPE y o OAK MATERIAL I � OPEN INSIDE DROP STANDARD MANHOLE FLAT TOP MANHOLE CleanWa�r Services CleanWater Services MANHOLE C1eanWa ;r Services 03 REVISED 02-03 Our comnutment it clean REVISED Due commOmeut it alert. REVISED II-06 fur commitment it ohne. o a DRAWING NO. 010 DRAWING NO, 050 DRAWING N0. 080 S � o � rvz � GINEL / 0 0 48y`j (� . N \ A h � R 75 , s . 3 EXPIRES: 12/31 /2014 � I. 00 i � Revisions and Addendums ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . SHEET y � ? = Description Date No. 1 By W acificMPROJECT PUBLIC WORKS DEPARTMENT D10 IJ125SW HALL BLVD. INTERSECTION IMPROVEMENTS 4oE Q_ TIGARD, OREGON 97223i9755 SW Barnes Rd, Suite 300VOICE 503-639-4171503-6Polla26-0455 225 WW 503-624-0752 DETAILS - STORM/SANITARY 69 503-626-0455 Fax503-526-0775 WWWTIGARD—OR.GOV FILE NO wwvd.whpacMc.comDESIGN: JT7 DRAWN : JAJ CHECK: KSR : 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 NOTES: PRE CAST W CONICAL HOLES (2) SANITARY 1. ALL STEPS SHALL CONFORM TO THE COVER ONLY y REQUIREMENTS OF ASTM C-4]a. 2- MANHOLE STEPS MUST BE TAPE AND FIRMLY EMBEDDED. 3. ALL STEPS WITHIN A MANHOLE SHALL 1 " FLAT FACE LETTERING 6E OF THE SAME DESIGN, TYPE, AND SIZE. (MIXING OF UNMATCHED STEPS (RECESSED FLUSH) IS NOT PERMITTED). AF pd Imp i asmeP �v IV o v ' IFS12' 12" (1) OPEN o947ArS Tp Stp,6 A ' 4 1, PICKHOUE COPOLYMER POLYPROPYLENE PLASTIC •� b a' � HOLES AS SHOWN IX - SANITARY 1/2- GRADE so REINFORCEMENTPLAN VIEW COVER BACK VI I 4 13" CC ___ e _................... 24 3/4" DIA, ... _.__� —T- \M1 p 1 1. 3-3/8" FOR ( 22 F PLASTc sgFrrY STEP r q� 7/8" Ir a I /4,. Id . 27. .{C: .- 3 Y 2 7/3" J 6„ SC. J1 I• d . 11/2J /6 3/4" GALVANIZED BAR •�: a 7 1 /2„ SO, MATERIALS: 'a' : ' < r PICKHOLE DETAIL 12' 22 1/2" DIA GALVANIZED: o (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. • ' "a . � I 23' BIG REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. •d ? ' .4 *A 1 24-i/2' SECTION VIEW O GALVANIZED CONFORMING WITH ASTM A-123, of PLASTIC: MUST CONFORM WITH ASTM C-478. STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. 2 La MEENG REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: µ11H INJEC70N MOLDED COPOLYMER POLYPROPYLENE ( 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS E ^_ 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-46 CLASS 30. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. s WITH SERRATED sureFacEs. o n 4" FOR GALVANIZED STEP 3, COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. p 4. NOTCH LID FOR LERNG HOOK. I ' Ra MANHOLE STEP � SUBURBAN AND STANDARD STORM WATER oz CleanWaker\` Services MANHOLE FRAME AND COVER CleanWat r\" Services MANHOLE LID C1ean%a r\` Services _ 3 Dor <omm m<oE Tr <t<... DRAWING No. 110 SANITARY Oar <nmmim,<uE is Gem our oommltmenl le <1«r. 0 o DRAWING NO. 100 REVISED 02-03 RENSED 12-06 DRAWING N0. 120 REVISED t2-06 5 � e3 PROr C� 0 0 c /'�j{ygQq I �AGINE /J q2 V o G � 48yE (1 l Ny 3 15 , s� Ty S vp 3 � EXPIRES: 12/31 /2014 00 i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET r � ENGINEERING DIVISION Description Date No. B �� MPROJECT PUBLIC WORKS DEPARTMENT D71 LIZ 13125 S.W. HALL BLVD. 47 9755 SW Barnes Rd, Suite 300 TIGARD, OREGON 97223 INTERSECTION IMPROVEMENTS GF WWW.VOIC5D3-639-4171 DETAILS' - S' TORM/SANITARYPortland, OR 97225 FAX: 503-624-0752 69 503-626-0455 Fax503-526-W75 WWWTIGARD-OR.GOV FILE NO ww,v.whpaclBO.com DRAWN: JAJ CHECK: KSR : 95035 i NOT REVISED AS CONSTRUCTED JANUARY, 2015 60"$ Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.-c, Standard manhole frame and cover. See STI. Drawing NO. 110, 120, OR 130 INVERT TO T =5,0" T = 6.0" T =8.75" Set frame in non-shrink grout, Tw Varies) Tw Varies) STREET GRADE OumMDE INSIDE a1 cm, OurnDE INSIDE ON OTA. OUTSIDE INSIDE ON M. "D" Bars 0 Ft to 15 Ft 0.16 0,15 0.24 0.16 0.09 0.20 0.13 0.08 0.17 Finish grade of street 1 1/2"Olr. Mtn. TYPE 1 "E" Bars 15 Ft to 30 Ft 0.32 0,18 0.53 0.25 0.19 0.42 0.22 0.16 0.36 Grade• i -_ Maximumel2° ) 1No a4taHoop `* 12"min. ITS 3/NOcl4 HoO0 Ft to 15 Ft 0.17 0.15 0.28 0.79 0,09 0.22 0,16 0.08 0.20 1, as war n B mRl -25" • Notes' Notes Wall to slab Joint shall be grouted whegptpyBrout not required for slab ast In CYBars 27 No. 4 hoop req'd. for less than 2'-0" clr. between blackout and top of section. n 15 Ft to 30 Ft 0.37 0.18 0.63 0.28 0,19 0.48 0,24 0.16 0.42 / n 1. All cured in lace concrete shall have a slab Is cast separately. contact with manhole section NOTE: MAX. LONG. BAR SPACING IS 12" C,-C. Steps fort p p >, . 72"0 Manhole Section 28 day ultimate strength of 4000 psi and PRECAST BASE SLAB TYPE 1 PRECAST BASE SLAB TYPE 2 Precast a 2" to 4" slump. TW (Varies) =6.0" _ 7.0" _ Manhole sea 2. All reinforcement shall have a minimum Tw Varies) STREEINVET GRADE Doctor T INSIDE LOU cm. OUTSIDE WORE ON cm. OUTsmET INSIDE ON CM Std, drawing "-.. v Roughen contact surface no. 100 yield strength of 60,000 psi (Grade 60). t0 1/4' amplitude. " 0 Ft to 15 Ft 0,19 0,19 0.26 0.17 0.16 0.22 0416 0,14 0.20 3. All precast joints shall be grouted or - - 1"clr. 1 1/2^clr. . Di° ete TYPE 1 -48" 5^ rubber gasketed. ° 15 Ft to 30 Ft 0.33 0.28 0.58 0.27 0.23 0.48 0.28 0.26 0.42 min. 4. Sections end cane shall be in accordance No. 4 Hoop , "F" Bars , With ASTM 0478. TO 1 1/2"c1r. TYPE 2 0 Ft to 15 Ft 0,19 0.13 0.28 0.18 0.15 0.23 1 0.16 0.17 0.28 _ ---- 3" Clear 15 Ft to 30 Ft 0,36 0,13 0.65 0.29 0.15 0.52 0.26 0.17 0.46 "D" Bars 12 min. °E" Dar9 2 NO. 5 HOOPS 2' M. OF TDP Of MH BARRE NEWS. " IE6 VAN T-0' MR. NOtei Expose hoop as required to weld dowels 'D' Bars- p NO. S HOOPS r ". DIVA PIPE BWOKOUTS S SEMEPI DLaglaT AND TOP DF SECTION. Standard Top Slab see Std. Drawing No. 220 to hoop. Remove only enough concrete to s "E" BarsNOTE: MAX. LONG, BAR SPACING IS 12" C.-C. accomplish weld. Patch before casting base to 84°A Manhole Section ensure no voids are present, CAST-IN-PLACE BASE Standard Manhole Section(s) INVERT TO T SIDE I T = 8.0" T =8.75" Barrel Dia. Sea Std. Drawing no. 200, PRECAST BASE SLAB TYPE 3 (OR PRECAST BASE TYPE 4) STREET GRADE OUTSIDE wmoE ON cTR. auTSIOE INSIDE ory em. oumDE INSIDE ON cm. 'E and no. 210 SIZE 6o" 72" 1 84" 96" 0 Ft to 15 Ft 0,20 0.13 0.26 0.17 0,12 0.22 0.15 0.10 0.20 p MAXIMUM THROUGH PIPE SIZES T De TYPE 1 We Depth* 0'-15' 75'-30' 0'-15' 15'-3D' 0'-15' 15'-30' D'-75' 15'-30' 15 Ft to 30 Ft 0,33 0.23 0.59 0.28 0.26 0.50 0.30 0.23 0.45 an a Barret Dia. Max Pipe Dia � 60" 36" To B.0" 9.0" ax" 9.0" 9.0" 10.0" 9.0" 11.0" an use 72" 48" 1 D Bars #3 0 12" #3 ® 10 #3 0 12" #4 0 10" #3 0 10" #4 0 11" #3 0 9" #4 0 11" TYPE 2 0 Ft to 15 Ft 0,23 415 0.33 0,21 0.17 0.28 0.19 0.19 0.25 84" 60" E Bars #4 0 12' #4 0 9" #4 0 9° #4 0 6" #4 0 e" #5 0 9" #4 0 7" #5 0 Be 15 Ft to 30 Ft 0.36 0,15 0.65 0430 0.17 455 0.30 0.19 0.49 96" 72" 'C' Bars- 2 No, 5 HOOPS 0 CUL OF TOP OF MN BARREL E REO'D, FOR � THAN 2'-D' GA, 108" Be ,Z 5 11.0" 12.0' tt0 12D" 0 0 13.0° 12@ 74at 2 No. J HOOPS T CUL OVER PIPE BLDq(WTS 5 BE1%EEN BLOa(WT AND IDP Or sonION, 120" 96° E Bars #4 ® 12" #4 ® 8" #4 ® 9" #5 ® 9° #4" ® 7" 0.5 ® ]' #4 ® 5" #5 ® 6" ' Break out manhole wall 2" minimum, 4" 96"G Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12" C.C. I.I .1t, �•iI 'i; maximum clear of pipe wall Grout TO 7.0" 9.0" 7.0" 9,0" B4O" 10.0" 9.0" 71.0" P P INVERT TO T =8.0" T = 9.0" T =9.75" space with non-shrtnk grout and pour 3 D Bars #3 0 12' #3 0 12" #3 0 12" #4 0 10" #3 0 10" #4 0 11" #3 0 9" #4 0 11" STREET GRADE aTSDE I INSIDE BE ETR. OUTSIDE INSIDE ON cm. DurnDE INSIDE ON cm a 4° x 4" concrete collar around pipe 3 _� .¢,. . _ ., E Bars #4 0 12" #4 0 9" #4 0 9° #4 0 6" #4 ® an #5 0 9° #4" 0 7" #5 ® 8" +.-* °I connection. 0 Ft to 15 Ft 0.25 ' 418 0.33 0.21 0.16 0.29 0.21 0,14 0.27 ° r';�_ `2` "+:• 1 To zD• 9.0^ z0" 9.0° a.o• tD,o" 9.0 " n.o^ TYPE 1 >M _ " 12 15 Ft t0 30 Ft 0.41 0.26 0.77 0.35 0.30 0.66 0.37 0.27 0.59 ° a Slope 1r 4 E Bars #4 ® 12" #4 ® 9" #4 a 9" #4 0 6" #4 ® 8" #5 a 9" #4" ® 7" #5 ® 8" ___._. F Bars 4 ® 12° 4 ® 9" 4 ® 9" 4 ® 6" ® a" 5 ® 9" 4 ® 7" 5 ® 8" 0 Ft to 15 Ft 0.26 0.17 0.34 0.22 0.19 0.30 0.20 0.21 0.28 iE # # # # #4 # # " # C ¢ Concrete FIII as Required, *Invert to Street Grade ++Fabricator required to cast lifting loops In base slab for TYPE 2 15 Ft to 30 Ft 0.43 0.17 0.82 0.37 0.19 0.70 0,34 0.21 0.63 j' Concrete: f° =4,000 psi handling Type 1 & 2 bases. Precast or Cast-In-place Standard Base Steal: fy=Grade 60 'C' Bars- 2 Na 5 HOOPS 2' GR, OF TOP OF MH RAAR¢1 REO'o. Fat Isss THAN 2'-0' M. n Slab See Std, Drawing NO's. 180 and 2 Na 3 HWPs 2' C.R. OWi PIPE SLOGOVIS f BEINFEN SUMMIT AND TOP 0f SECAON, I° O 190. PRaITDE MIN. LdIGNO. RpNF. AS SHOWN, 1' 0A a• AREAS ARE IN /ST Of aRCOMPERENCE AND MAY BE INSIDE AND OUTSIDE FACES, OR AT LT'N1ER C£ WALL M9DE0 ORE WED. RARE at A CCMONATaI OF BOTH, � t3 LARGE PRECAST CONCRETE MANHOLE- LARGE PRECAST CONCRETE MANHOLE \ LARGE PRECAST CONCRETE MANHOLE - TYPES LONG. BASE SECTION REINF. CeanWater \ Services QeanWater Services aeanWater \ Services `^ 3 Our commitment i• clear, *or commitment is clear. our recruitmentL "last. ° o DRAWING NO. 160 REVISED 12_06 DRAWING NO.180 REVISED 12-06 DRAWING NO. 200 REVISED 12-06 30 03 DSc > � �� D PRor G � GINEt 6 � h o 48� E rL Qg y N � R N � 75 , yo �' TH S c ¢ 3 EXPIRES: 12/31 /2014 a ° i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH STS SHEET q � ENGINEERING DIVISION Description Date No. 8 PUBLIC WORKS DEPARTMENT D12 W ` lwffuCi iC 3'25S. WH^« B � INTERSECTION IMPROVEMENTS 4oF VOICE. , OREGON 97223 a E 9755 SW Barnes Rd, Suite 300 VOICE. 503-639-4771 Port503I626004559Fx5503-5260775 WWWTIGAR°-0R.GOV52 DETAILS - STORM/SANITARY FILENOa 4' www.whpacNc.com DESIGN: JT7 DRAWN: JAJ CHECK: KSRFPROJIECTNO: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 1" Clr. min. typ. 1 Hoop 6 SEE STANDARD DRAWING N0. 320 FOR ONE TWO RECESSED SEVEN DOLE BARS TAB. FRAME AND COVER. No, 5 N0. 3 A R � AREA AT 5" O.C.C. BA6AR5 0 1" CIE. min, typ. A « A ' ?" 4 ` dA. 25" Dia, m 48" Dia. _ . `a L MA 11 It 11 11 It It 11 1 `m 2 Hoops typ, _ d ti. d aA A O.D. Manhole ° O.D. Manhole PLAN VIEW RECESSED CURB INLETS TO BE REINFORCED NOTES: TOP SLAB °A" TOP SLAB "B" CONCRETE INSTALLED IN PLAN ACCORDANCE MVID VPRIES ID MATCH SEE SID) DRAWING N0. 320 1 . All concrete shall have a 26 day ultimate 9 CURB DRAWING NO. 310 CURB TYPE FOR FRAME AND COVEN. compressive strength of 4,000 psi. No. 5 hoops 1 " or. min. TDP OF 2. AII reinforcement shall have a minimum PAVEMENT e•t yield strength of 60,000 psi, (Grade 50), 4 ', a '� , a ' 3. AII lap splices shall be 24 bar diameters F- 1" ^ li unless noted otherwise. . :a 1 Vz' xo. s BAR 4, Add steps as required by Standard Drawing 31' wane OF PAVEMENT `\C NO. 010 Bars "A" HOLES d : O NORMAL SLOPE A I ,d Bars "8" 1 q cic _ le' ro TOP SLAB TYPICAL SECTION j MAX MAX I6' TOP SLAB "A" TOP SLAB "B" TOP SLAB "B' 6' FOR POURED IN 25/B�+ -_R5• + COVER DEPTH '° ' . PLACE so - 6" to 12" 4'-0" to 7'-0" 7'-1 ° to 22' 0" ar " . REINFORCEMENT a: .a , . No. 3 BARS NO d a 9 FOR PRECAST m� $, OPMeft CONST, JUNI 3 v y P G.. 1/d OF SURFACE AREA BAR "� Size T "A" Bars Bars T "A" Bars Bars T "A" Bars "B" Bars 'd• " .. 3 60" $" No.5 ® 7 " No.S ® 7 12" No.5 ® 9" No.5 ® 9" 12" No.5 ® 9" No.5 ® 9" 28 27' " MN.11/Y !, Es SECTION A- A SECTION B- B 72" 10" No,5 ® 7" No.5 ® 7" 12" No.5 ® 9" No.5 ® 9" 12" No.5 ® 7" No.5 ® 7° a. SEE HOOK NOTES: SAN DErga p 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE NIH ASTIR C-ge. tis 84' 11 " No.5 ® 7" N0.5 ® 7" 12" No.5 0 6" No.5 0 6" 12" NO.6 0 6" No,5 0 7" p. INSTALL STEPS WEN DISTANCE FROM TOP OF GRATE To FLOW LINE OF PIPE IS GREATER THAN W. SEE STANDARD Z DRAWING NO. 100. SET FIRST STEP 12" FROM TOP of ORALE ' 96" 12 N0.5 0 6" N0.5 ® 6" 12" No.5 ® 6" No.5 ® 6" 14 NO.6 ® 6" N0.5 ® 6" 3. INSTALL STRUCTURE ON MINIMUM OF 9" OF os(-0" COMPACTED BASE MATERIAL 4'1 h 4, REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REGIME MEERNG ASTM A-615 GRADE 60 OR NILSEN ZINE SECTION A-A NIH. I 1/z' MEEING ASTM A-49z HOOK BAR 1Or 1 pg N/A N/A N/A 12" Nal a a" No.6 0 a" 16" NO.7 0 9" NO.7 0 9" 5, ALL POURED INPIACE CONCRETE SHALL HAVE A 26 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2' TO 4". �n Mp 6, CHANNEL REQUIRED IN TOW THROUGH APPLICATONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 16" SUMP DETAIL 16" No.7 8" No.7 ® @" BELOW LOWEST PIPE INVERT. S 12Q" N/A N/A N/A 12" N0.6 0 7" NO.6 0 7" T. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEMAtI( RAMPS ON RAMP ADDS. e � LARGE PRECAST CONCRETE MANHOLE _�` GUTTER & CURB GUTTER & CURB INLET CATCH o O TOP SLABS !\K` q►�W _� Services INLET CATCH BASIN CieanWater Services BASIN (CG- 2) REINFORCEMENT C1eanWater Services � O DRAWING N0, 220 REVISED I2-06 Out mmmitmant L ��' DRAWING NO. 300 ( l.iV - G) REVISED I2-06 Our commitment is clear. REVISED I2-06 41ur oommumenl is clear. A DRAWING NO 310 E3 CS D PROFF C� 0 An N E o 48�"t" - (1 h v V 14 o' N U \ RN 3 I - Q, TN S 0 a 3 EXPIRES: 12/31 /2014 00 i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET yo ENGINEERING DIVISION ? a Description Dote No, B a MPRWECT PUBLIC WORKS DEPARTMENT D13 UCI 1C31255. W. HALL BLVD' INTERSECTION IMPROVEMENTS4oF TIGARD, OREGON 972239755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 Portland, OR 503-626-0455 225 FAX: 5G3-62R.GOV DETAILS - .STORM/SANITARY 69 503-626-0455 Fax 503-52fi-0775 WWW.TIGARD-OR.GOV FILE NO w,vw.whpac�c.com DRAWN: JAJ CHECK: KSR : 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 MANHOLE FIT SEE SM. DRAWING NO. 37D AS APPROVED FACE OF 4 4" e 1 q ea ?. 4 ' ' 4� Q OR TOP SEC ON DETAILS R 11 SLOP A A o � PavlNc i, 33P r a � ae 6' FACE OF CURB '7-:7 /D• X 3 ENTER E 1 O N BACK OF CURB 4 . EACH ROD 1/4" 3" WEEP BOLE 1/2' I CURB IRET a . 50. EDGE FLAT BPR OPENING 48' 0 `m z 0' I (n SECTION A— A FACE OF CONTRACTION ° GUTTER JOINTS •:e SO x z ISS" x a D• .� 1/2" PRE MOLDED ° . ' • v : B ' . o:e Tl'P. AND1c `I 3-0" 6D" s D EXPANSION L ( Yp) SECTION A-A a/4 Y BOTTOM FACE OF CUTTER PLAN VIEW PLAN NURMAL GUiI'6R 4" MIN, CURB INLET OPENING 4 FLOW LINE TOP—FACE OF CURB SIA 'DP-FACE OF GUTTER SECTION B— B 131/2• PLAN VIEW B a/D" X 2 1/2' JURY BARS BOTTOM-FACE OF GUTTER MAXIMUM 27" FROM TOP OF FIRST AT 1 ASIC ON CENTER STEP TO TOP OF LID. 2' SLOPE TO MATCH SIDEWALK i O BACN-BOTi01.1 OF CURB xEu 3^ ACE, H01L O,R BARRED ROAD SURFACE IN SN DRAWING TE 100 CRGss SARs < ' FOR STEPS a 'a g 3(e' POUND / " WEEP OU E o II O 136 59" 6 FOR POURED IN PNCE 6„ \ a 6" WITH REINFORCEMENT FOR PRE CAST Pin 48 ALL �60'MG 1 1/2' 35" a.: PIPE SIZES NOTES; VARIABLE E EO" aP' •� 1. PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE o z' FRONT VIEW PERSPECTIVE VIEW SHOWING > vnm ASTM c-478. ? o T— 2, DEPRESSED GUTTER AT CURB INLET 3,MIN, :4, 2. NON-SUMP INLET MANHOLE SHALL BE 0 o I 9 NOTES: v: CHANNELED, mICAL BGIH ENDS 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE 3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY �- FARS x 2" END OBrzA SANS AND HOT-DIPPED GALVANIZED AFTER FABRICATION. p.4 STRENGTH OF 3000 PSI. AND A SLUMP OF 2" TO 4" BE BARS EACH END PLAN T. BE p /16 INNER SAC ND SECTION B—B 2. ALL POURED N PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2' TO 4 A . 18^ 3, INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO FLOW LINE IS GREATER THAN AS SUMP '4 SEE SID. DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE AND ALIGN 1MTH „ Ie a e,4 G,der LID OPENING. a .. . , . . . n NOTE: 4. INSTALL STRUCTURE ON MINIMUM OF 8" OF q" TO 0" COMPACTED BASE MATERIAL. 10" MINIMUM OF Dti" TO 0^ COMPACTED BASE MATERIAL. o FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 5. 72" MAXIMOId ALLOWED BOTH DISTRICT OR CITY APPROVAL. 70 AVOID CONFLICTS WITH ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. EXISTING UTILITIES. `3 SECTION A—A a � CATCH BASIN CURB INLET MANHOLE ^ 3 INLET CATCH BASIN ( CG - 48) FRAME AND GRATE ( CG- 2) CleanWater Services CleanWater Services ( CG- 48 M . H . ) CleanWa�r Services Su DRAWING NO. 320 BEEPED) 12-06 o�• com�llo,=^1 ;. me.:' DRAWING NO. 340 RElnsec os- w Our commitment mc.1. DRAWING NO. 350 REVISED D5—OT Our <ommao,eoe i: de.r. 03 _ � O yp� GINf� oEE EE _ 48� E141 (1 N ( R NU � R Xi BtY' Bass sry 15 , rH S 3 AS EXPIRES: 12/31 /2014 00 _ � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET 4Description ^ ENGINEERING DIVISION z „ Date No. B ■ WHP�Vl l r PUBLIC WORKS DEPARTMENT D14 w ■c ■i■lJ S. W. INTERSECTION IMPROVEMENTS ]LENO oa a u 9755 SW Barnes Rd, Suite 300 VOICE. OREGON 4171 V070E: 503-639-4177 " v 503PortI62604455and, OR 9Fx5503-5260775 WWW.TIGAR0-0R.GOV2 DETAILS STORM/SANITARY ww.x.whpaciic.coln DESIGN: JIT DRAWN: JAJ CHECK: KSRFPROJE5CTNO: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 MANFOIE UGAo D D AS APPROVED FACE se 7/9" AT TOP 1e�--rB (A CURB 33 r ((5 BAR AT TOP AND BOTTOM I / ' PAVING FN I Cp I . �l FACE OF CURBLD ' 6 BACK OF LURE 3" VIEEP HOLE0 - A A As ARE INLET p EE FRA DRAWING ATO. 32a OPENING 3O" •M 0 IBJ:, �. ` ._, 1 ; " a . " FOR FRAME AND CPAIE FACE of C 3' 0"ONTRACTION s PLAN VIEW GUTTER °JOINTSSECTION D— D I' 3 -0 ,, J2" —� V2" PRE MOLDED 1EXPANDON JOINT • D C Iy R A FILLER (T,P.) SECTION A—A E3 BOTTOM FACE OF CURER B PLAN VIEW mR OVEN IN W MEN NORMAL CUTTER 4" MIM CURB URB OPElnnc FLOW LIFE /T� OP-FACE OF LURK 31 • NORREIR PEE GAARTT ( TW-GALE OF GUTTER BOTTOM-PACE OF CUTTER W5 BqR I 24 3 4 e W/12" PROD. Ar �� d O O egcK-eenam of ceRe 1/4" x 3 1/2" x 1- PLAN VIEW '. 3' I1FP NOIf CUSTOM GALV. STEEL U30" CHANNEL WTH 55 #3 ANCHOR SECTION C66" MANHOLE FRAME uF amp 36 $5 BAR W/12° PRO) NMAND CCVER1 118 BAR 1 ANCLEK3 1/2" x 1/4'L 30 � 3/ x 5 i. : . .ONO STUO 1 I/2" 36" �54 3 1/2" RD- a2" SECTION A— A %. x 1" PERSPECTIVE VIEW SHOWING I OBLONG HOLE SECTION A-A SECTION 13-13FRONT VIEW Va' x 3 1/z" x r cusrOM qs BAR (AS SHOWN) e DEPRESSED GUTTER AT CURB INLETGALV. STEEL CHANNEL WITH NOTES p 5 W3 ANCHOR 2 112'rt'F 1. ALL PRE OAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. + 3 [Z 3 1/2' —r 2. INSTALL STRUCTURE ON MIN, OF 6" OF F"-0° COMPACTOR BASE MATERIAL S NOTES: 3. PRE CAST REINFORCEMENT SHALL BE BREAK MEETING ASTM A615 GRADE OR WELDED R b 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL ASTM A-36 STEEL, AND BE WIRE MEETING PLASOM A497. O 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP A, o HO--DIPPED cALVANIzeD AFTER FABRIcaTIoa. FOUR STEEL OF 2" To 1 2, ALL POURED IN PLACE CONCRETE SHALL HAVE A 25 DAT STRENGTH OF 3090 Psl. CHANNEL DETAIL 1 2 DIA x B" x 1" J s. CHANNEL REQUIRED IN ROW THROUGH BELOW LOWEST, AS APPROVED.O. ALL DRIER F I 1145 A SLUMP OF 2° DI 4°. / APPLICATIONS TEP REQUIRE AN 18'NC SUMP BELOW LOWEST PIPE INVERT. Z 3. INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO ROW LINE OF PIPE Is GREATER THAN BOLTS (GALV.) fi. INSTALL STEPS WREN DISTANCE FROM TOP OF ORATE TO FLOW UNE OF PIPE IS GREATER THAN 48°, PEE SID, DRAWING N0, 100, SET FIRST STEP 12" FROM TOP OF GRATE AND ALIGN WITH $5 RAR MATERIAL SHALL BE NEW 46°. SEE STANDARD DRAWING NO. WO. O. FlRST STEP I2° FROM TOP OF INLET h LOPENING. 48" 11 7. PRE-OAST BIALTRNTE CONFORMING TO ERIALS. HYPE G-2 CATCH BASIN INLET ARE AN 0 ^ 4. INSTALL72' M STRUCTURE ALLOWED ED MINIMUM RI 0" OF �Y TO 0" COMPACTED BASE MATERIAL 1 STRUCTURAL ASTM A-36 STANDARDS ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.Ws. O 5 UTILITIES. SECTION ALLO\VEO VYIR1 DISTRICT OR CITY APPROVAL, i0 AVOID CONFLICTS Wlhl EXISTING SECTION 13- 13 STEEL STANDARDS AS SHOWN ON DETAIL M320) TOP—CURB INLET MANHOLE AND �� AREA DRAIN Q � INLET CATCH BASIN ( CG- 30 ) MODIFIED CURB INLET MANHOLE aeanWater Services aean%a r Services aeanWater Services m3 (CG-48 M.H. AND MOD. CG-48 M.H. TYPE I REVISED Os—m on. commitment is dean RELED t2-Gs Our commitment i, oImC reE\vsED t2-Gs fur oommilment is clear. I DRAWING NO. 330 - DRAWING NO. 370 DRAWING NO, 380 JIB 12 F3 PROFF G 02 o � � 48� E hR V Q� y ! . Rp,t�c7N go � 15 S _ a EXPIRES: 12/31 /2014 `oo i � Revisions and AddendDms SW 72ND AVE . AND SW DARTMOUTH ST . SHEET y � ENGINEERING DIVISION ? 4 Description Date No. BWHP�� PUBLIC WORKS DEPARTMENT D15 W 13125S.W R^« B � INTERSECTION IMPROVEMENTS 45 oS TIGARD, OREGON 97223 OF a, 9755 SW Barnes Rd, Suite 300 VOICE.: 503-639-4171 oa � 503-626-0455Portland, OR 225 WW 503-624-0;7 52 DETAILS — eSTORM/SANITARY 69 u 503-626-0455 Fax 503-526-0775 WWW TIGARD-OR.GOV FILE NO y V www.whpac�acom DESIGN: J7T DRAWN : JAJ CHECK: KSRFPROJ;ECTNO: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 PLAN PROPEFtt FINE OR "FLY EASEMENT 1. PVC HUB SHALL CONFORM TO ASTM 3034, MR 35 DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. CLASS "B " CLASS I$ At) PIPE SIZE AS SPECIFIED SECURE 2x4 1N P1ACE 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL AGAINST PWG W/ BACKFILL PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, °n'e^ BAND WIDTH, AS SPECIFIED OVER TRENCH TO ALLOW TO PREVENT PLUG BLOWOFF CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED FOR SETTLEMENT STORM OR SANITARY SCREW. SEWER MAIN NOTES: 1. FOR NEW CONSTRUCTON ALL SIDE SEWER AND SIDE STORM PIPELINE ."lL+K,°`i •` `• CONNECTIONS TO 6° AND 10' MAINS SHALL BE WIN FACTORY •'"� FABRICATED 'TEE' FlTTNGS UNLESS OTHERWISE APPROVED. 3, COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 'yti.! ff,i 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING PLACE ` . . 12" NATVE TOP SOIL A. PVC ASTM-3034, ASTM-C-900 2X4 `L': ' • ' • ' '° • IF TOP SOIL EXISTED B. CONCRETE ASTM C-14, OLD 955 COMPACTION 909 COMPACTOR PRIOR TO EXCAVATION. C. DUCTILE IRON CLASS-50 WWIN 4B" OF STORM ONLY , SURFACE P 0, A-2000 PVC ASTM 949 T • �UNDISNRBEO E. PVC RIB MEETING ABTM D 1704 4 F. CPP MEETING PASHTO M252 12' — UNDISTURBED 903 COMPACTION �I`'AT� EARTi� 3. ALL PIPE SHALL BE COLOR CI 1 MATERIAL -GREEN FOR SANITARY SIDE SEWERS EARTH BELOW 4B'OF 7`. -WHITE FOR STORM SIDE PIPELINES MIN SURFACE 36^ HEIGHT: TOTAL LENGTH OF 2X4 GROUND rc DEPTH , ' 12^ HEIGHT �a/a"",'. B.cWyjHE . OF LOT{,': AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETC > 3 VARIES MIN 2X4 MARKINGS TO FACE STREET TAPE \ BOCK 36" LORR .z .y.•. COLOR CODE SURFACE o `d` ' • •,9:„”i°, IGREEN-SANITARY) 'O .�• t^ �(a (MM-STORM) LABEL MAGNETIC TAPE WITH BLACK LETTERING Z4 4 ' L 3/4"-O CRUSHED a♦ . a' • e GROUND SANITARY: ° 1/2 PIPE CAUTION SEWER BURIED BELOW.° ] ROCK „� 1 .P, ° ° •, O0, PLUS S" STORM: CAUTON STORM DRAIN BURIED BELOW.' PIPE ZONE PLACE VH ABOVE TOP OF PIPE AND AGAINST 2X4. $g Aa yp�Ah ~ / b �Ce OP op bo 3/4'-O O0.� p 65 O /4 PIPE PIPE REDOING \ 0KID- 0�3+ a °qapo o a o 0 BD 's / PLUG bbh a+ B < o « 3 9 O ° °P ° ° % .35 MINIMUM WALL THICKNESS TRENCH STABILIZATION: 1/2 PIPE an PLUS 4" MIN. FOR PIPE SMALLER THAN 15" IF AUF BE TRENCH STARIDZATON 0 o p sNALL BE sPECIFIEO GEPERATELY p°va 0 MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE 1/2 PIPE 0.0. PLUS 6° MIN. FOR PIPE 1G" AND LARGER AND PLACED PRIOR TO PLACEMENT p °oa° .gQ0° ° 0p0 S° PIPE = 0.010 MATERIAL AS SPECIFIED NOTE; OF BEDDING MATERIAL. 2 uC, ,09°�B •0 4" PIPE a O.02D 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED, SUPPORT TEE 1tlTH 2. INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND NOTE: REDOING GRAVEL, LARGER INSIDE DIAMETER (IA.). ALL COMPACTTION REQUIREMENTS PER CG °� / MINIMUM 2'O' WOE ELEVATION 3. SEWER MAIN SHALL BE TWO SIZES (NOMINAL LA) LARGER THAN THE INSERTA PASHTO T-99 AND ODOTIAPWA SPEC 00405. _TEE. 4. p 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. IC SIDE SEWER / SIDE STORM INSERTA - TEE TRENCH BACKFILL \\\ Clean%a r Services CleanWater Services DETAILS CleanWater Services O � PIPELINE REVISED I2-06 our c0mmitmeut is Claes. REMSED I2-05 our mmmLLmeut it clear. RENSED I2-06 Bur "suratmeut is QIF'u a DRAWING NO, 520 DRAWING NO. 530 DRAWING NO. 590 5 � E3 � o Q � �AD PROFF C� Mg GINE M � 00 48� El1 l N k Ry (7N J o o 0 15 " TH S . e� 3 EXPIRES: 12/31 /2014 po i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET Description Date No. By wHPaclfic ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT D 16 a ` 13125 S. W. HALL BLVD. 46 Ii TIGARD OREGON 97223 INTERSECTION IMPROVEMENTS of a u 9755 SW Barnes Rd, Suite 300 VOICE: 503-539-4171 az 5Portland, OR 03-626-0455 22$ FAX: 503-524-0752 DETAILS - STORM/SANITARY 69 W 503-626-0455 Fax 503-526-W75 WWW TIGARD—OR.GOV FILE NO a � www.whpacifc.com DESIGN: JTT DRAWN : JAJ CHECK: KSRFPROJ7ECTNO: 95035 i NOT REVISED AS CONSTRUCTED JANUARY, 2015 TYPICAL INSTALLATION CONFIGURATION DETAIL 1 " PVC ANTI-SIPHONREMOVABLE WATERTIGHT III 6.50" P122.00" PIPE ADAPTER ACCESS PORT, 6" OPENING i 27 PE.DAP, R b8.00" R9.00 TERiISx, ADOPTION ERROR SNOUTOIL 9.00" UTUO GUY DOWNGRADE El 25.00" TYPEWIDERN, rt I.. 16" FRONTaEw BIDE.,IE„ _- SNOUT OIL-WATER-DEBRIS SEPARATOR ' INSTALLATION DETAIL j 20.00" 14.18 IF -� NorL : 24.00" 1, ALL HOODS AND TRAPS FOR CATCH BASINS PND WATEROVAIItt STRUCNRESSHALLBE ANUF AS MANAGEMENT ANN ABY. TGEME FRONT SIDE R MT. RCHER RD. TPflODUCi6.INC. LYME,CTOW71 O60)431-02]].(060430.3180 FAX FFSA ecI n NO TOLL FREE(80 )6 0OO OR(00B)/3693]] ORIMIDIeNs-,HI SEE WED SITE: w.w,.bnPm RRn OR PRE-APPROVED EQUAL ANCHOR W? L FUNGE 2, ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WIT, oF'AILA)T ISO GELCOAT EXTERIOR FINISH WRX A MINIMUM SHOP TAMINATE TRICKNESS. O O 3, ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS POW, MOUMMG FLANGE, POSITION AWTIHOOD BU: " 3 AT AND AN ANU SIPHON VENT PIPE AND ELBOW AS DRAM,(SEE CONFIGURATION DETAIL) BELOW HE TUMBIS LED wTi O PIPE EFRO Q THE MANUFACTURERS ZE ABU POSITION OF THE HOOD NED BY OUTLET THAN PIPE SIZE S J_ a PER IA ANUFACTUREP'S PECOMMENDATION(SNOUTSIZEgIWAYStggGERiFIAN PIPE SITE). PERMIT s \ O ❑ 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARDA MINIMUM DISTANCEOF ID FROM e s O 14.18" THEA pREFEETAURN LSEEITFiGUIRE " Z 6. 12'ACC ACCORDING VENT TO STRUHALLEXTENDABOVE ATION. BV MINIMUM OF3'AND AMA%IMUMOF ��A � ❑ ,R'ACCDRDING iO STRUCTURE CONFIGURATION. 7, THE SURFACE Of THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED o ^ R12.00" SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FlWSHEO RUSH TO WALL HR' INLEW iHOLD 6. SHESHALL aESECURELY ATTACKED uOF DAYLIGHTSTAINLESS E wgNBOLT R10.001, STEELBOLTS ANDOIL-RESISTANT GASKET AS SUPPLIED OF MANUFACTURER (SEE MARRg4ENDOUT � U PLAN D.S. PATENT 46126817ADDRONALPATENTS PENDING INSTALLETIONDETAL) F �V 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED WQ 2 BMP, INC. INSTALLATIONKIT. HOOD SPECIFICATION FOR INSTALLATION KIT SHALL CATCH BASINS AND h 3 A. INSTALLATIONINSTRUC90N5 DESIGNED TO FIT 53 MT. ARCHER ROAD, LYME, CT 06371 B. PVC ANT-SIPHQNVENTPIPEANDADAP,ER o WATER QUALITY STRUCTURES 0 48"-60" DIAM. (890) 594-8008 FAX (860/434-3195 D. SO CRUSHEDCELLTRANSGASKETWITH PSA D. 3IPHORS SHIELDS STEEL BOLTS c y STRUCTURES E. nucxDR swROs 2 DESCRIPTION DATE SCALE DESCRIPTION DATE SCALE E '3 RECOMMENDED SUMP DEPTH 2.5 TO 18R SNOUT 09/06/99 NONE OILDEBRIS HOOD 09108/00 NONE QSPECIFICATION AND 3X OUTLET PIPE I.D. US Pa,Rm#6126617 � o OIL & DEBRIS STOP SLASHED INSTALLATIONDw,wlxc xuMBER SRA 18R (ttPICAL) SP-SN ry0 M � � GINE / TA 48� E !1 l o � v V 8 � -2 Qg` y w3 .. R UN ry R 75 , 200 S rN sFDR . 3r: EXPIRES: 12/31 /2014 ry 00 Revisions and AddendDms SW 72ND AVE . AND SW DARTMOUTH ST . SHEET y � ^ ENGINEERING DIVISION ' = Description Date No. B IR 1C PUBLIC WORKS DEPARTMENT - 7 TIGRDSO HAL BLVD. INTERSECTION IMPROVEMENTS 47 VOICE:, OREGON 97223 OF n m 9755 SW Barnes Rd, Suite 399 VOICE: 503-639-4171 0 az 503-62tl, OR 97225 FAX: 503-624-0752 DETAILS — .STORM/.SANITARY s9 5W-626-0455 Fax 503-526-0775 WWW. nGARD—OR,GOV FILE NO 'n wWw.whpacHc.com DESIGN : J77 DRAWN: JAJ CHECK: KSRFPROJE5CTNO: 95035 TOP NOTES: GENERAL NOTES: NOT REVISED AS CONSTRUCTED 1. SAWCUT AND REMOVE 3"' 1. SALVAGE AND RE-USE EXISTING DITCH INLET TOP JANUARY, 2015 NOTCH AS SHOWN. AND BOTTOM. MODIFY GRATE TOP AS SHOWN. 2. DRILL HOLES 6" O. C. IN 2. ROTATE AND REINSTALL 90" SO HIGH SIDE IS NOTCHED AREA, 2" DEEP. PARALLEL WITH BACK OF SIDEWALK. J. SET TOP TO ALIGN WITH 3. EXPDXY GRATE TOP, GRADE RING TO BOTTOM INLET BOLTS IN INLET BASE. BOX. 4. SET BOTTOM ELEVATION OF GRADE RING TO MATCH EXISTING BOTTOM GRATE OF INLET ELEVATION. F. G. @ 70P BACK OF WALK EXISTING GRATE TOP a3 o � � m � o 2 � 3 ^ o 'er n '^ o In� IS by O � 2 m3 � O E � INLET BASE NOTES: p 3 Yf /+ O N � 1. DRILL HOLE 6j' O. C. 3 " DEEP IN TOP OF ,��FD PROFF V r BASE TO ALIGN WITH TOP UNIT HOLES. ��' GiHE m i76a 2. EPDXY AND SET %2 " DIA. X 14 " LONG 485 "("' ` n N GALVANIZED BOLTS IN DRILLED HOLES. ^o V z Cn��l 3. RE—CONNECT STORM SEWER PIPE AND . R `e PLUG OLD HOLE WITH CONCRETE AND REBAR AS DIRECTED BY ENGINEER. 75 , rH S . 3 MODIFIED DITCH INLET EXPIRES: 12/31 /2014 00 N.T. S. i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET q MPROJECT NGINEERING DIVISION ' G Description Date No. 8 a UBLIC WORKS DEPARTMENT 018 W uCi 1C3'25 S.W. HAL BV INTERSECTION IMPROVEMENTS ]LEN IGARD, OREGON 97223 a� E 97555W OR es 9725 Suite 300 OICE. 503-639-4171 DETAILS STORM/SANITARY i Z Portland, OR 97225 AX: 503-624-0752 _ " 503-626-0455 Fax 503-526.0775 WWWTIGARD—OR.GOV u w .whpacric.com DESIGN: JTT DRAWN: JAJ CHECK: KSR 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 See sht. D22 RAW I a I d ' r1propass 100 2. 0 ' 24 " a ri Retaining wall Flow L _ R/W + + + + + + + + + + etl + ' ond + + 2. 0 ' + + • + • + + + + + +' + '+ +' + '+ +' 1. 0 / + + + + + + + + + + i � Extg. creek bottom + + + + + + + + + + 0 . 1Riprop geotextile Energy i ' + + + +- type 1 Dissipator + + + + + + + + + + + + + + + 4� FoW / + + + + + + + + + + +' d +' + Wetlon + - + + + + + + + + ptq + + + + + + + + + + + + + ' + +' + ' + + + + + + + + + • + + + ' + • + + LEGEND + + + '+ +' 4- No No work area + + + + + + + • + • + + • + • + No work area + + oe + + + + + + + + + + + 'a+ >n o +' + '+ +' + '+ +' + + + + ' + Temp. cons ' ' ' ' + + + + + + + + • + • + + + + '+ +' + '+ +' + ' + +' d 2. 0 ' + + • + • + 0 ENERGY DISSIPATOR & RIPRAP BASIN G � o SCALE: 1 °=10' ry � SECTION A - A �\GiNE azN . T.S. o � 12 Min. Of 34 — 0 48`� El� o compacted base material (V\ 1 Ny ry R` � N 75 , a� TH S . F Na c 3 EXPIRES: 12/31 /2014 00 Revisions and Addendums SHEET Y ; ENGINEERING DIVISION SW 72ND AVE . AND SW DARTMOUTH ST . Description Date No. BWHP PUBLIC WORKS DEPARTMENT D19 wa acl cMPROJECT 1IGARD, WHALL GON972 INTERSECTION IMPROVEMENTS49 9755 S N Barnes Rd, Suite 300 VOICED 503-8 9-41713OF Po land, OR 97225 EAX: SD3-624-9752 DETAILS` — °STORM OUTFALLs9 503-626-0455 Fax503-526-0775 WWW.7IGARD—ORGOV FILE NO www.whpaciFlc.comDESIGN: ✓T( DRAWN : JAJ CHECK: KSR : 95035 31m6" NOT REVISED AS CONSTRUCTED JANUARY, 2015 1 ---- -- 48' x 72" 81LCO DOUBLE LEAF NON SKID �• I ACCESS HATCH LIST MATERIAL DESCRIPTION ID BY CONTECH INSTALLED BY SITE WATDESIGN ER QUALITY DATA ITY0.30 CFS y OUTLET - 12 27", 11 .25 GPM, METALRX CARTRIDGE (PNK) CONTECH I I FLOW RATE 0 PEAK FLOW 0.62 CFS OUTLET SUMP 1 2" PVC SLIP PLUG CONTECH RATE L — '"� `," • . ' 1 FLOW KIT CONTECH RETURN PERIOD _ _ _ OF PEAK FLOW 25 YRS I I I FILTER MEDIA TYPE METALRX L–I I – – ----- -L _ _ o — 1 27" OVERFLOW ASSEMBLY CONTECH 1 JOINT SEALANT (BY PRECASTER) CONTRACTOR 1 PLCS HATCH RISERS CONTRACTOR INLET IF 1 1 48" X 72" BILCO DOUBLE LEAF NON SKID HATCH CONTRACTOR (T-0")' - STORMFILTER " L�o . – –�� CARTRIDGE PLAN VIEW PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA F, DEPTH SHALL BE 7-INCHES . FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. I / 1 SPECIFIC FLOW RATE SHALL BE # GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA (MAXIMUM). 4 q05' GENERAL NOTES (6'-0"). 1 . CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. - -- 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. o CONTRACTOR TO GROUT TO SECTION BEE 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH VAULTSTYLE: 1oAOUTLETSUMP (NIB) REPRESENTATIVE. VJWW.contech ES.com FINISHED GRADE 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN o _ RIM ELEV. 210.17' THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. o FIF 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - SAND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 0 o CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO, HATCH RISERS INSTALLATION NOTES 1 . ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL o e BE SPECIFIED BY ENGINEER OF RECORD, h o 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). v 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR, o i 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. 03 p 00 ". ' 9 STRUCTURE WEIGHT S y r STEP APPROXIMATE HEAVIEST PICK = T.B.D. LBS, 03 W � INLET B \�I� �� D PROF G C� ® NTECH � G N F M OVERFLOW INV. ELEV. 201 .46' � �� m' ASSEMBLY E ENGINEERED SOLUTIONS LLC 48y;jE � h � INLET PIPE v N 012" MAT'L _(\ h o _ OUTLET 5660 Greenwood Plaza Blvd., Suite 455, Englewood, CO 80171 `�'(RtCp/�`�'',°I INV. ELEV. 188,41 ' 800-52fi-3999 303,-796,-2233 303-796-2239 FAX r3 V PIPE 15 , 0. FL v o STORMFILTER 012" MAT'L The Stormwater Management ` T�{ S v � CARTRIDGE Storm Filter® 3 P 13 ECTIO N A-A ,,;�,z,°e�°" °p.�a:sweae; EXPIRES: 12/31 /2014 c 4 o s o s,o o s s e. 00 z Revisions and Addendums Pa�M RmaP.,E PQM SHEET x; ENGINEERINGDIVISIDN SW 72ND AVE . AND SW DARTMOUTH ST . ? � Description Date No. B WHpwclficMPR PUBLIC WORKS DEPARTMENT D20 w c 13125 S.W. HALL BLVD. 50 9755 SW Barnes Rtl, Suite 300 TIGARD, OREGON 9223 INTERSECTION IMPROVEMENTSOF VAX. 5O36238-4171DETAILS - STORM WATER QUALITYPortland, OR 97225 FAX: - 503-624-0752 69 503-fi2fi-0455 Fax5036526-0775 WWWTIGgRD—DRGDV RILE NO www.whpaclticeom DRAWN : JAJ CHECK: KSR : 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 c� v v c� \ Rim —209. 88 f f7l\\ \\\ 18R snout oil & debris stop ,d i \ \ For details see sh t. D77 G� 0 \ \ \ Center of manhole ,. \ \ sta. as indicated in 6 /E=202. 07 \\ \ \\ construction note G� \ Manhole frame, cover & \\ \ step G� 1E=201. 60 Step A — ----------- _12" Out A 12" Out 1E=203. 57 / I - 12j, Out 1E=202. 01 Orifice 1E=201. 60 (Pre— fabricated solid end G� w/5. 0" dia. orifice 1E=202. 00 3 / - N - ED PROr C9 MSC ' GINe / o P I NOTE: �a 4s E h opo o0o6,o�o�o6odo OC90C9 o - 'o7o( gor Ny 1. Offsetpipe(s) as re required to provide a �� a�� ,,aa'' qq�� z 9 P 0 4U yo P0¢OsvN o T n O�O�o. ' O n C 98 » minimum of 8 inches of un—perforated wall sm60 DIA . W . Q . MH between individual pipe connections. STA. 16+90, 29.88' LT. SECTION A — A a 20 �� o SEE SHT. L8, NOTE 19 2. For details not shown: See CWS detail N. T. S. ` TH S - R shts. D 10 thru D 13. 0 3 EXPIRES: 12/31 /2014 � e 00 i � Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET 4% ENGINEERING DIVISION ? � Description Date No. BWHP�� MPROJECT PUBLIC WORKS DEPARTMENT D21 w 13125 S.W. BALL BLVD. INTERSECTION IMPROVEMENTS 51 TIGARD, OREGON 97223GF 97555W Barnes25 Suite 300 VOICFAX. 503-639-4171DETAILS - STORM WATER QUALITY i Portlantl, OR 97225 FAX: 503-624-0752 69 '�` 503-626-0455 Fax503-526-0775 WWwTIGARD—OR.GOV FILE NO WWW.Whpacifc.comDESIGN: JTT DRAWN : JAJ CHECK: KSR : 95035 REVISED AS CONSTRUCTED JANUARY, 20151 7'-6° 41. F OF DF NN� HI: BFI F -P/ -0 N F TT l(F UF.-V FF)F h1RV H F-) =VL 2 TON STRUCTURALNOTES T ' T ( IFF C.-'11F' 7( II l HILI TORI ( F) NOT- GAN F FllI H LIF[ ANCHOR 6'-7" ID ,� 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc= 5,508 PSI NTT h1l I F PIF -T -IF RT IHI AT VIII TI'SOF" IT TT IRI : f, -A STRIPPING STRENGTH Pc=2,500PSI TF ' I N( RF TSI:191E -N TF '( R/-. ( 41 PF 1RT )R/UPIC R R '%I _ 2. REBAR: ASTM A-615 GRADE 60 FW ( All -IOI: 11-IH 111 A1= lFVIII 1P RI-) N-) 1c ° JIT IT 1111 O`I IN RF: )RF IN Ell- I = I- 'ISE R BT PI IN TPPDRI 1F FIT, 2-332P GALVANIZED 3. MESH'. ASTM A-185 GRADE 65 li DIAMOND PLATE DOOR 4. DESIGN: -ACI-318 BUILDING CODE -AASHTO STANDARD SPECIFICATIONS FOR HIGHWAYBRIDGES 5. LOADS -HS-20 TRUCK WHEEL LOAD WI IMPACT rrr / rrrrr rr rrrr / rrr r / p � � � � � � � � � � � � � � � � � � � � � -ASTM C-857 'MIN, STRUCTURAL DESIGN 6� r r r r r r / rrr rrrrrrrr / r r� LOADING FOR UNDERGROUND PRECAST II rrrr / rrrrr rrrr rr rrr CONCRETE UTILITY STRUCTURES' '1 II Fr\ � \ \ II -ASTML DESIGN r LOADING FOR MONOLITHICOR SE CTIO NAL X rPRECAST CONCRETE WATER AND rrrrrr / rrrr r `I WASTEWATER i r r r r r r r �` r r rrrrrr r WASATESTRUCTURES' -0OPOP LATERAL SOIL PRESSURE ABOVE WATERTABLE -80 PCF LATERAL SOIL PRESSURE BELOW WATERTABLE 12"0 SUMP PLAALEN/VIEW -D^ 1 �, 2,-4" I,,I 24"x72' BLOCKOUT 11 '-0' POLYPROPYLENE LADDER W/ " GAEL STEEL 0 6" OC _ 576-67" TOP W/ 2-332P, 6' 0" 11 "x72" BLOCKOUT & PARTIAL 60"0 HOLE - II II � II II II II o �7 II � ' BUTYL AT JOINT SIN SEALANT PRODUCT WEIGHTS Li o / M I PRODUCT WEIGHT j - - TOP WI DOOR 9,450 LBS, BASE 9,960 LBS. w ^ 600 OL ' TOTAL 79,420 LBS. 1IR � I (OPPOSI E W L) U I I oose \ I 576-SLD BASE O,ldeas tle Precast ®` P0Eu933MDgs W/ PARTIAL 60"0 HOLE Pxouew3 662-eA FAxwasszzssr 0 •E• 3U, � I I \ � I I I I I OHflDOCUMENT L E IME PROPERNGI0EN01OEd.0C E P EiC.IANSL I VMIA ,50B RFAGEWRWE60YYAVSLLMTSEVS ➢INRHWAYINJURpMi0NEINMBiSU, CD CPIGHT@RO12 )LDCASTUE PRECAST,INC ALLR[GHFSRESEREG. E ° 576 SLD WI60"0 HOLE & THROAT BOCC SUBMITUIL II -i II II II 72NDDARTMOUTH �� \,\G INC PR II II II PORTLAND, OR ( � p F 1 1 I.. 1 1 CUSTOMER � 48 n ` LL yy WH PACIFIC o CALES DRAWN ENGINEER CHECKED SAlE50RDER LN ` , /�y N � 2 ml DAiE412/14 1 TO I BIT _ �/`/TV�_')/ ><771TI�I ry O VIEW A GRAWINGNIIMBER REVISION SHEET RTX`^ t3 VIEW B 576-SLD9-DARTMOUTH SCALE:3/8" = 1'-0" SCALE: 3/8" = 1'-0" IR4/1174E 75 , 2 Ty S 3 EXPIRES: 12/31 /2014 00 _ � Revisions AddendDms SW 72ND AVE . AND SW DARTMOUTH ST . SHEET y � ENGINEERING DIVISION Description Date No. B WHP cIficMPROJECT PUBLIC WORKS DEPARTMENT 222 w 1IGARD, W NA« BV INTERSECTION IMPR ® VEME-NTS 52 TIGARD, OREGON 97223 OF 97555W Barnes Rd, Suite 300 FAX: SD3-639-4171DETAILS — ENERGY DISSIPATOR i Portland, OR 97225 FAX: 503-624-0752 69''�' 503-626-0455 Fax503-526-0775 WWWT]GARD-OR.GOV FILE NO www.whpachc.com DESIGN: J77 AWN — CHECK: KSR : 95035 NOT REVISED AS CONSTRUCTED j JANUARY, 2015 '', FINISHED GRADE A B A O e FINISHED GRADE 1-"-36" MAX 4" MAX W B - _ 4" MIN. A 12" MAX. D C J 4 �� D 1 4 E70 6° MAX. IT , G 3/16 E70 F -sH 72" MAX. O SEE NOTE G. G --� yE H 4 E70 IN KEYNOTES: A. OLYMPIC FOUNDRY V8910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH OF CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS KA. FINIS OF OPERATING NUT, AND SHALL NOT REST E OPERATING ASSEMBLY. A. EXTEND A. FINISHED GRADE. IF OUTSIDE THE PAVED AREA PROVIDE CT SQUARE BY 4" B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE S 4" THICK AC EM CONCRETE A. EXTEND 2" OPERATOR NUT TO BETWEEN FINISHED AND RA OF FINISHED GRADE WHEN THICK AC PAVEMENT OR CONCRETE PAD OVER 4" COMPACTED Y'-0" CRUSHED PAVEMENT PAD, FOR CONCRETE USE #4 REBAR STEEL REINFORCEMENT OVER 4" VALVE NUT IS DEEPER THAN 48" FROM FINISHED GRADE. ROCK. PAD SHALL BE CENTERED AROUND VALVE BO%, COMPACTED 1 "-0" CRUSHED ROCK. DEBAR SHALL BE 2' DEEP AND 3" FROM B. VALVE BOX PER DETAIL No. 3. B. 2" BRASS PLUG HAND—TIGHT. EDGE OF PAD. PAD SHALL HE CENTERED AROUND VALVE BOX. G 2" SQUARE OPERATOR NUT. C. 2" ADAPTER. COPPER SWEAT TO MET. C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. D. 1" MINIMUM SOLID STOCK A36 STEEL (ROUND OR SQUARE). VALVE OPERATOR D. VALVE BOX ASSEMBLY PER DETAIL 3 AND 5. D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM EXTENSION SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. E. 2" TYPE K RIGID COPPER TUBING OR THREADED BRASS PIPING. O FINISHED GRADE. SEE DETAIL No. 5. E. 6" SDR 35 PVC D3034 PIPE SPACER. LENGTH AS NECESSARY, F. LINE SIZE GATE VALVE. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE. 3 S o E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFIWNG. F. ROCK GUARD. a" STEEL PLATE WELDED TO SOLID SHAFT. GUARD SHALL BE a" SMALLER G. RESTRAIN JOINTS PER DETAIL 21. oh EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 THAN INSIDE DIAMETER OF PIPE SPACER. H. 2" ELL COPPER SLIP OR THREADED BRASS. MIL PVC PIPE WRAP TAPE. G. SECONDARY ROCK GUARD IS REQUIRED IF DISTANCE FROM UPPER ROCK GUARD TO I. 8"X8" CONCRETE PIER BLOCK ON NATIVE SOIL, F. VALVES e" AND SMALLER SHALL BE MJ GATE VALVES, VALVES 70" AND VALVE NUT EXCEEDS 72". INSTALL SECONDARY GUARD HALFWAY BETWEEN UPPER J. 2" ADAPTER, COPPER SWEAT OR THREADED BRASS TO MIPT. ¢ y LARGER SHALL BE MJ BUTTERFLY VALVES. GUARD AND VALVE NUT. K. MJ CAP WITH OFFSET 2' PLUG AT BOTTOM. o '^ G. 2" SQUARE OPERATING NUT. H. 2 r X 2 r X j" STEEL FLAT BAR. GENERAL NOTE rc ^ H. 8"X60 SXS 5DR35 SWR CONC. REDUCER CONNECT TO D3034 PIPE USING A I. 3" X 3" X J" X 2" LONG STEEL SQUARE TUBE. 1. APPLICABLE TO DEAD END MAINS, 10" AND SMALLER, WHICH WILL BE EXTENDED 3hCOMPATIBLE PVC CEMENT, 1 IN THE FUTURE. EXTEND MAIN AS CLOSE AS PRACTICABLE TO END OF STREET. Tualatin Valley Water District DESIGNED RUN DATE: 6/512013 T11alaGn Valley Water District o[sicNEo:POs VALVE DATE: 6(112012 'r]�•Tualatin ValleyWater D]$tl7et DESIDNEo: poe A R GATE: 611/2012 J, — TYPICAL VALVE DETAIL DETAL � FOR FUTURE DETAIL V �\ Iar APPROVED: OLD e\ y�� APPROVED:MEN OPERATOR � "�.7 MPROVED: MFR 1950SW 170th Ave. Heevmr OR91006 SETTING 3 18506w,VpWAva HuvaYaq OR9]006 rj 1850 SW 170th Ave. HwveMn,OR 9]006 EXTENSION .LO2 2 (503)642-1611 www.tvwdare SCAI.E:NONE EXTENSION 1850 50SW17s mrnxvw Dn,g06 4"-B" MAINLINE M3 LSW164?-1511 www SCALE NONE 6CgLE NONE OQ 2 OQ ��F�D P ROFF, G a � � 48yE (1 � o v V N �R ry �� 55 , TH S . a ¢ 3 � EXPIRES: 12/31 /2014 00 iE Revisions and AddendumsSW 72ND AVE . AND SW DARTMOUTH ST . SHEET x % Description DateINC. ] B ENGINEERING DIVISION w y H PUBLIC WORKS DEPARTMENT D23 w « Pik�cifiC " '3'25S.W ^L BLVD. INTERSECTION IMPROVEMENTS 53 u 9755 SW Barnes Rd, Suite 300 TlGgRO, OREGON 97223 OF VOICE: 503-639-4171-0752 503-Portl626, OR 9Fa TAX,- 503—fieR.GOVDETAILS — WATER DETAILS N 503-626-0455 Fax 503-526-0775 ® WWW TIGARD—OR.GOV FILE NO u www.whpacfc.com DESIGN : J7T DRAWN: JAJ CHECK: KSR PROJECT N0: 95035 The permittee is required to meet all the conditions of the 1200C permit. This SSCP and general conditions have been developed to facilitate compliance SHEET INDEX PROPERTY DESCRIPTION: with the 1200C permit requirements. In cases of discrepancies or omissions, the 12GOC permit requirements supercools requirements of this plan. LOCATED IN THE NORTHEAST ONE-QUARTER OF STANDARD EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLANS SECTION 01 AND IN THE SOUTHEAST DRAWING NOTES EC1 EROSION CONTROL PLANS TITLE SHEET ONE-QUARTER OF SEC77ON 36, TIS & US, RiW, WASHINGTON COUNTY, OREGON EC2 EROSION CONTROL PLANS - ROADWAY S LINTON $T 1. NI permit registrants must implement the ESCP. Failure to implement any of the central measures or practices described in the ESCP is a violation of the post. (Schedule A 8.a) EC3 EROSION CONTROL PLANS - CONTRACTOR STAGING YARD PROJECT LOCATION: 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction Period, upgrade these measures as needed to comply with all EC4 EROSION CONTROL PLANS - UNDRGRND. UTIL. TRENCHING SW 72ND AVE. U77LITY applicable local, stale, and federal erosion and sediment control regulations. (Schedule AB.a1.(i)(c)) FROM SW ELMHURST Sr. TO SW DARTMOUTH SL .I UNDERGROUND 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is onfy under specific conditions. Submit oil necessary revision to DEQ or Agent. (Schedule Al2n.ITi) BMP MATRIX FOR CONSTRUCTION PHASES TIGARD, OR SII WORK 4. Phase clearingand radio to the maximum extent radical to prevent exposed inactive arms from becemin a source of erosion. Schedule A 8.r../. 1 d LATITUDE=4575'590N LONGITUDE=122'45'04'W grading p p W g ( ( )( )) Refer to DEO guidance manual for a comprehensive list of awiloble BMPs. 5. Identity, mark, and protect (by fencing off or other moons) critical riparian areas and vegetation including important trees and associated resting zoom, and vegetation areas to be preserved. Identity venial buffer zones between the site and sens'rf'rve areas (e.g., we8ands), and other arms to be preserved, mincidy in perimeter areas. (Schedule A9a.i.(1) & CLEARING GRADIN UTILITY STREET FINAL WET WEATHER LOCATION MAP 6. (2)) INSTALLATION CONSTRUCTION STABLIZATION (OCT I-MAY 31) Preserve existing will when practical and re-vegetate open arms. Re-vegetate open areas when practicable before and after grading or construction. Identify the type of vegetative EROSION PREVENTION. SCALE: N.T.S. END OF ROADWAY PROJECT seed mix used. (Schedule A.7.ban(1) and A7.1s.Gi(J)) PRESERVE NATURAL VEGETATION X X X X X STA. 18+90 SW 72nd 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed and must remain in place and be maintained, repaired, and promptly implemented following procedures established for the duration of construction, including protection for active storm spin inlets and catch basins and appropriate non-slarmemler DUST CONTROL X X I X X X pollution controls. (Schedule A7.0 and AB.c) TEMPORARY PERM. SEEDINGX X X X SW DA TMOUTH ST 8. Establish concrete Wok and other concrete equipment washout areas before beginning concrete work (Schedule AB.c.L(6)) MULCHES X 9. Appy l temporary and/or persona soil stabilization measures Immediately ses on all disturbed arms as grading progresand for all roadways including grovel roadways. (Schedule OTHER: 10. Establish material and waste storage arms, and other non-stormwater controls. (Schedule A8.cl.(7)) 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or pored) auto and parking areas, grovel all unpaved roods located mode, or use on exit tire END OF PROJECT wash. These Bl must be in place prior to land-disturbing activities. (Schedule A Td.0.(1) and /.8.c.i(4)) SEDIMENT CONTR01 BEGINNING OF PROJECT STA. 25+33 DARTMOUTH 12. When bucking saturated mils from the site, either use water-tight Woks or drain Inds on site. (Schedule A.7.0.(3)) SEDIMENT FENCE PERIMETER *•X X X X X W 13. Use BMPs to prevent or minimize dormwater exposure to pollutants from spills; vehicle and equipment Nel maintenance, and storage; other cleaning and maintenance acl'Mties; and (PERIMETER) STA. 19+86 DARTMOUTH > . . . . . . . waste handling acrieities. Them pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction INLET PROTECTION **X X X X X operations. (Schedule A.7.e.b(2)) SEDIMENT BARRIER TYPE I **X X X X . . . . . 14. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training an spill prevention and proper dopowl procedures, spill kits in all Nvehicles, regular maintenance schedule for vehicles and machinery, material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Sch A ^ GONTRAGTORTeAll RUN OFF CONTROL 3 ' 'STAGING15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown sail. (Schedule A 7.b.1) CONSTRUC71ON ENTRANCE **X X X X X 071 . .YARD. . . 16. The application rale of fairness used to reestablish vagatation must fallow manufacturer's recommendations to minimize nutrient releases to surface waters. Exercise caution when using OUTLET PROTECTION **X X X X X X Brae-release fertilizers will any waterway riparian zone. (Schedule A913) CHECK DAMS **X X X X 17. If a alomwater treatment system (for example, electro-coagulation, flocomde ion, fiHratfm, etc.) far sediment or other pollutant removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of inlet, location of discharge, discharge dispersion device design, andwling a l plan and frequency) before operating the X BEGINNING OF PROJECT treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system according to manufacturers spegfirntions. (Schedule A9A) STA. 9+95 SW 72nd HUR T ST 18. Temporarily stabilize soils at the end of the shik before holidays and weekends, if needed. The registrant is responsible for ensuring that soils are stable during min events at all times of the year. (Schedule A 7A) -y- 19. Al the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be Implemented to prevent discharges to surface waters or conveyance systems leading to P0LLiJRQN PREn1jQbL U surface waters. (Schedule A Teai.(2)) - PROPER SIGNAGE STORAGE X X X X X X 20. Combustion adMU" must mold or minimae excavation and creation of bare ground during wet weather. (Schedule A.7o.i) HAZ WASTE MGMT X X X I X I X X 21. Sediment fence: remove trapped sediment before G reaches one third of the above ground fence height and before fence removal. (Schedule A9.01) SP&L KIT ON-SITEX X X I X X 22. Other sediment homers (such as blobegs): remove sediment before d reaches two inches depth above ground height and before BMP removal. (Schedule A.9.c.fi) THER: tl -� 99 23. Catch basins: class before retention capacity has been reduced by fitly Percent Sediment basins end sediment traps: remove trapped sediments before design capacity has been reduced s by Iffy Percent and at completion of project. (Schedule A9.cA is N) ** Signifies BMP that will be Installed prior to any ground disturbing activity. e 24. Within 24 hours, significant sediment that has left the construction site, must be remanded. Investigate the muse of the sediment release and implement steps to prevent a recurence 0 R " of the discharge within the some 24 hours, Any in-stream clean up of sediment shall be performed according to the Oregon Division of Stale Lands required 8mefmme. (Schedule W 1 ` The intentional RATIONALE STATEMENT �.1 25. The intentional woehin of sediment into storm sewers or drainage w must not occur. Vacuuming or d owes ' and material pickup must be used to cleanup released sediments. i3 9 `lex" 9 9 ars 9 dry sweeping P D P rn o Schedule Aite comprehensive' a ,p ( ) A Ilst f available Best Management Practices (BMP) options based on OED's guidance manual has been reviewed to � $ Tot PPG _ 26. The entire site must be temporarily stabilized using vegetation o a heavy mulch layer, temporary sending, or other method should all construction octivles cease for 30 days or more. complete this erosion and sediment control plan. Some of the above listed BMPs were not chosen because they were determined to not ru x o C (Schedule A.7.f.i) effectivey manage erosion prevention and sediment control for this project based on speck site conditions, including sail conditions VICINITYMAP 27. Provide temporary stabilities for that portion of the site where construction activities corse for 14 days or more with a covering of blown straw and a tackler, Imae straw, or an topographic constraints, accessibilityto the site, and other related conditions, as the project progresses and there is a need to revise 5 ^ adequate mvedng of compost mulch until work resumes an that portion of the site. (Schedule A.71r) thESplan, an action plan will e submitted. P I SCALE: N.T.S. �iIR ar 28. Provide permanent mean central measures on all exposed mass. Do not remove temporary sediment control practices until permanent vegetation or other Cover Of exposed arms is o ' OVERALL LENGTH of PROJECT - 0.27rmi .>$ OV ^ established. However, do remove all temporary erosion control measures as exposed arms became stabflhed, unless doing so conflds with local requirements. Property dispose of 77Y ST. Initial K o F'y�Q construction materials and waste, including sediment retained by temporary BMPs. (Schedule A7.1h.in(2) and As.c.iii) DEVELOPER PLANNING/ ENGINEERING/SURVEYING LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES: CITY OF TIGARD, PUBLIC WORKS CITY OF TIGARD, PUBLIC WORKS 1. Owner or designated person shall be responsible for proper installation and maintenance of all erosion and sediment control measures, in accordance with local, slate, CONTACT: STEVE SCHALK CONTACT. STEVE SCHALK o 217 and federal regulations. 3125 SW HALL BLVD., TIGARD 3125 SW HALL BLVD., TIGARD w _ _ 2. Prior to any land disturbing activities, the boundaries of the closing limits, vegetated buffers, and any sensitive areas shown on this plan shall be clearly delineated in PHONE (503) ]fe-24]0 PHONE: (503) ]16-24]0 yy FAX: (503) 642-0752 FAX: (503) 642-0752 3 p the field. During the construction period, no disturbance is permitted beyond the clearing limits. The owner/permittee must maintain the delineation for the duration of the W o U project. NARRATIVE DESCRIPTIONS PERMITTEE'S SITE INSPECTOR e Y 3. Prior r to any land disturbing activities, the BMPs that must be installed are a gravel construction entrance, perimeter sediment control, and inlet protedion. These BMPs S must he maintained for the duration of the project. COMPANY/AGENCY: CITY OF TIGARD, MIKE WHITE 2 EXISTING SITE CONDITIONS o ¢ 4. If vegetalNe seed mixes are specified, seeding must take place no later than September 1; the type and percentages of seed in the mix must he identified an the * Phone: (Sal) 718-2,164 INSPECTIONFREQUENCY: Paved roadway with some curb and sidewalks, aggregate E-MAIL: mikewabtigartl-angov, m plans. Asa BMP, seeding must at established (75-80R min.) by October 1st. shoulders. ��D Ho r� e o 517E CON0171oN MINIMUM FREQUENCY 5. NI pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a sediment control BMP I.E. (filter bag).e DEVELOPED CONDITIONS (( m o fi. The ESC plan must , kept an site. All measures shown an the plan must be installed properly to ensure that sediment or sediment laden water does not enter a * Sidewalks, curbs,CONSTRUCTION landscaping, p I n � 1. Active period. Daily when stormwater runoff, Including runoff surface water tem, roadway, or other properties. p g, illum(natlon and pavement. 6 W from snowmeiq is occurring. � %' P TY N A M TA �� Ci I N E ro a: 7. The ESC measures shown on this plan are minimum requirements for anticipated site s. Change During the rovsimdion Period, these measures shall f upgraded as Roadway 2. Prior to the site becoming ante to ensure that erosion and sediment control needed to comply with all applicable local, state, and federal erosion control regulations. Changes to the approved ESC plan must he submitted in the farm of an action AND TIME OF MAJOR ACTIVITIES �r Inactive or in anticipation o/ site measures are in working order. Any necessary plan to DEO per the 1200C permit * 48`� E o (� Inaccessibility. maintenance and repair must be made prior to Clearing (June - July) V (Z ot°r y leaving the site. B In to wind erosion, appropriate BMPs must be used which may include the application o} fine water spraying, plastic shooting, mulching, or other approved * Moss grading (June - Sept) w 2 3. Inactive periods greater than sewn Once ovary two (2) weeks. 9. All exposed soils must be covered during the wet weather period. * Utility relocation (May - Oct) N (7) consecutive calendar days. * Roadway construction (June - Oct) R NOT REVISED AS CONSTRUCTED * Storm sewer construction (May - Sept) J �� uro f4 Periods during which the site is If practical, inspections must occur daily ata Total site area = 4.9 acres E h inaccessible due to inclement weather relevant and accessible discharge point or Disturbed area . acres � 75 o downstream location. JANUARY, 2015 = 2B 0 oSITE SOIL APPLICATION ATTENTION EXCAVATORS: Woodburn silt loam, Huberly silt loam TH S - ao • Hold a pre-con meeting of project construction personnel that includes the EC inspector. On site soils have a slight erosion potential. ro All inspections must be made in accordance with DEQ 120OCN permit requirements. Oregon low requires you to follow rules adopted by the Oregon Utility Notification Center, Those rules are set Porth in OAR 952-001-0010 through 9 p Inspection los must be kept in accordance with DEQ 1200CN permit requirements. OAR 952-001-0090. You may obtain copies of these rules from the Center by calling 503-232-1987. If you have any questions about the rules, RECEIVING WATER BODIES 3 • p g p p qui may contact the Center. You must notify the Center at least two business da before commencing on excavation. Call 503-246-6699. EXPIRES: 12/31 /2014 c 4 Changes to the approved ESC plan must be submitted to DEQ in the form of an action plan. you Y ca Y n 9 Tributary to Redrock Creek 00 Revisions and AddendumBSW 72ND AVE . AND SW DARTMOUTH ST . SHEET ENGINEERING DIVISION z „ Description Date No. B W R�Clfic C WORKS DEPARTMENT ]EN = TIGARD, WHALL GON972 INTERSECTION IMPROVEMENTS TIGARD, OREGON 97223 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 E = 503-626-0455Portland, OR 225 FAX: 503-62H.GOV EROSION CONTROL PLANS TITLE SHEET Y. 503-626-0455 Fax 503-526.0775 WWW.TIGARD-OR.GOV v✓ww.whpacic.com DESIGN: JTT DRAWN: JA✓ CHECK: KSRFPROJ;ECTNO: 95035 It _x W NOT REVISED AS CONSTRUCTED �un y 1 • I JANUARY, 2015 , iIIi1 - fi 26 + 00 JS CONTRACTOR STAGING YARD l i - - - I . T SEE SHT . EC3) �. I CONSTRUCTION NOTES: U r i w � l��°' I � I 1 • S I \ i ; �i,�i Const. unsupported sediment fence - 1, 090 LF = „ ` 9.S +QO _ —a �\ ` 2 \ R. O. W. o / r easements. ` 7 1 I All fences to be inside nd o �' i � 2 � � �� , (See drg. no. RD 1040 wLII � I � Const. inlet protection type 4 — 14 III ulnnu ` _ See drg. no. RD 1 D 15) 7. ; A. - ' , Const, construction entrance - 2 4See drg. no. RD 1000 - — ---------� O4 Const. orange 5' high protective fence around no work e a as----------- ---- 5 Const sed. borrie ,directed 6y engineer 132 LF ypel - n . -�, (� A +. — 'I I I I , III I I I I t , , •. �, � ' s — _ (See drg. no, RD 1025 ----_'-- o SW 72ND AVENUE O � " t ail O O O d O I O I O OConst. check dam O O 2 O O O O O (See drg. no. RD 1005) LO 1 In r+n 3 N 2 + 1 C) SCALE: 1 ° = 100' N . Existing storm �1 100 50 0 100 2 conveyance channel n, 1 1 : '. I '•+ . :* + '•+ . .•++'• . .• +'•+ , .•* NOTE: yT+ ++. +" . +" *+t+ + " ` ' Temp. mu/ch (straw) shall be used when t + + + + + ++ .+ ++ + . e M 4/ +/ +• directed. go r ; .+* ;* . ; + + LEGEND 2 , z ^' e l l a 5 ' Orange protec. fence �❑ 0 1 „ I O+ D0 — — — / � ' \ + +;+� 4 .1 • ' Cut Ilne . o 1fill A 5 Fill line z PRO SeFF U diment fence ��GI N�f� 19� OQ I + Storm discharge Direction of flow y �- 485 "�' ` � 70� U o /'li"' 1 (` . + .+ .I f point - pre/post Ny � z �r / I'i 1 Inlet roteotion ■ um ; fi ,I I ,* + ✓ construction location p ❑ �R � ., / �L r-- - - - - - - •� „ Construction entrance1 v 20� SCALE : 1 ' = 20' 5 , DETAIL T Q SCALE: 1 '=20' Impacted wetlands 33 20 10 0 20 No work zone EXPIRES: 12/31 /2014 00 Revisions and Addendums SHEET x , ENGINEEWNKSDEION SW 72ND AVE . AND SW DARTMOUTH ST . za Description Date No. B y� HPacific �� PUBLIC WORKS DEPARTMENT EC2 d Added arrows/labeling for Permit 4/10/2014 o WHP INTERSECTION IMPROVEMENTS w '� 13125 S. W. HALL BLVD. 55 Added contractor staging yard 6/18/2014 Q WNP �. TIGARD, OREGON 97223 OF o u 9755 SW Barnes Rd, Suite 300 VOICE: 503-639-4171 Portland, OR a = 503-626-0455 225 RAX: 503-824-0792 EROSION CONTROL PLAN — ROADWAY 69 503-fi26-0455 Fax 503-526-0775 ® WWW TIGARD—OR.GOV u 4 w .whpacfc.com E LE NO DESIGN : JTf DRAWN: /AJ CHECK: KSR PROJECT N0: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 (0 N W O p O O O O O O O 4-4 " PGE I ; 3-4 '" PGE / 1 -4 " PGE i 7 -4 " Frontier (Future) 1 -2 " Comcast I 2-4 ' PGE 10 T� 1 -4 " PGE 6 '.. 4" PCE \ 3 �� - - — —/ — —I -- --�� — -- — 10 —aa/r / ox on;roH/T oniK — 1,/ryvl 1/ 0 -- 1 � � 8 1" 1A C" LINE \ SW 72ND AVENUE 3 T �sz5.5s 2 ° FroNtier Ar _ = "M" 1 +000. 1 -4 " N07_00 '26 "W _ � 1 _ Wil w 0 Paving limit -- 1 1-2 " Comcast �I I W w �' � . ._� — /Ho /N a: o /Ho 3 ---T m 4 1 -4 " AT&T — _ 1 ;F sass I h - ss i 1 -4PGE 1 -2 ", PGE T I - f m.. 1 -2 PGE 1 -4 " AT&T I � R 4 " 1 -4 " TWTC 10 Install conduits 'TC Frontier Poleunder sidewalk to " N 1 -4 " Frontier I i\ 3 1 -2 " avoid retaining wall o at back of walk PGE 1 -4 !�� ` 2-6"' 7 -4 " Frontier �ro 7-2 " Comcast oe CONSTRUCTION NOTES: 5-2 " Comcast .S' 2-2 " i O Const, Frontier 3 :2'x5' hand hole - 2 � I m 2-4 ' Frontier J = o O I Const. PGE 5106 vault SW 72ND AVENUE PLAN 1 -4 " PGE (Future) a > SCALE: HORIZONTAL 1 "=30' `" Extg. R/W O Const. PGE 577 vault 1 -2 " Frontier I 2-4 ° TWTC 03 O4 Const. PGE 233 vault R/W s i 5 7 -4 " PGE s i O Inst. PGE pole and 10guy (By Others) F 2 + 00 3 go O Inst. PGE pole and guy (By Others) 'iL1" LINE I " 7 -2 " Comcast PROF G " g GENERAL NOTES: I ��F� D F Mrc O7 Inst. PGE pale and 35' guy (By Others) �\AGINE /gyp m i 1 . All vaults shall have adjustable lids to h � O Const. AT&T 264 vault meet ADA grades in sidewalks 48j� 1L l F 2. See PGE lighting & power plans V � V h o O Const. Comcast 233 vault dated R y NU `em 10 Inst. utility conduits in joint trench < n (For detail, see sht. D5) SCALE : 1 " = 30' s � S �� 11 Const. TWTC 233 vault - 2 3G 30 15 0 30 Paving limit EXPIRES: 12/31 /2014 00 Revisions and AddendumB SW 72ND AVE . AND SW DARTMOUTH ST . SHEET y � ENGINEERING DIVISION ? 4 Description Date No. B aclfic PUBLIC WORKS DEPARTMENT UPI W 13125 S. W. HALL BLVD. INTERSECTION IMPROVEMENTS 50E �.� TIGARD, OREGON 97223 9755 SW Barnes Rd, Suite 300 a E VOICE.' 503-639-4171 va 503.62604455Prxtland, OR 9 Fax 503-526.0775 @ WAWW.TIGARD—X. OR.GOV2 UTILITY PLAN SW 72ND AVE. FILE 0 a GN: dTT c.cam STA 8+ 75 TO STA 13+25 DESIGN: JTT DRAWN : JAJ CHECK: KSR PROJECT N0: 95035 NOT REVISED AS CONSTRUCTED JANUARY, 2015 r P Gn 0) O O O O O O I 1 -4 " Frontier Extg. R/W D r — -- - - - - - - - - - - - --- - - - - - - - - -a- - - - - — — — — — m (A / \ — 'HO n c" LINE SW 72ND AVENUE 2 „ a G G G G — 1 '00 '26 "W + _ W _ W _ �' W _ IJ — W ——I -- W — ui _ Jnr _ — -�.y�i _ C� Vd — v� — N + cn SS SS SS O U SS W ,V- �L... CA — . . . W —�Jh� �_ W W —ss W - IN l �--_-- _ zT--�-i H $OH /-_ Oh, 'E OH OH SS/SS OHNE H /� 2 m ss s ss — ss ss ss ss s ss ss ss, ss ss ss ss 5 € m o m c I— I CE ' 1-4 " Frontieri o e 5-2" Comcast D / / 1 -4 " TWTC a9 1 -4 " AT&T 2 4 \ Extg. R/W 6 1 � Z3 5-2 " Comcast Z3 I PGE€4-4 " � z 7 _4 » PGE 2-6 » 2-6" 7-2 " Comcast g 1 -4 " AT&T s 1 -4 " TWTC i op CONSTRUCTION NOTES: Q � O Const. PGE 5106 vault SW 72ND AVENUE PLAN wSCALE: HORIZONTAL 1 "= 30' �� GINE m2 O Const. Comcast 233 vault — 2 GENERAL NOTES: 1. See PGE lighting & power plans 48� En w O Const. Frontier 3'x5 ' hand hole doted ry g O¢ Inst. utility conduits in joint trench �_.z� RR\ (For detail, see sht. D5) 61,1 Const. AT&T 264 vault SCALE : 1 " = 30' 2 TOSS 00 `C_ a � mo 3 06 Const. TWTC 233 vault 30 15 0 30 EXPIRES: 12/31 /2014 c4 00 i � Revisions and AddendumsSW 72ND AVE . AND SW DARTMOUTH ST . SHEET Y % Description Date No. B ENGINEERING DIVISION wu WHPT�Ciffc PUBLIC WORKS DEPARTMENT UP2 w t 13125 S. W. HALL BLVD, 57 � MPROJECT TIGARD, OREGON97223 INTERSECTION IMPROVEMENTSOE 9755 SW Barnes Rd, Suite 300 VOICE. 503-639-4171503-Podan6-0455 225 WW 5°3-624—°752 UTILITY PLAN — SW 72ND AVE. s9 503-626-0455 Fax503-526-0775 WWW, TIGgRD—OR.GOV FILE NO u w.whpacifc.com STA 13+25 TO STA 17+00 DRAWN : JAJ CHECK: KSR : 95035 - i { — SS sjpJp� — o NOT rEVISED AS CONSTRUCTED PGE cc du 't ext dead to +1 20+00, ast Of Walmort I :0 I JANUARY, 2015 driveway, termi I t d in sidewal (red g c t marker) o l I \ + x N \ \ a + . �- O �P — 23 + 00 ® m Extg R W m I 1 n - - C7 7 -4" PGE ps ` 2 r- Z m Z — SD SD SD ri I "C" Ste. 17+ 5.34 I SS = D SD SD I � vl I = 'D " ata. 23+ 2. 67 " — SD SD SD D I 2" 2» Paving limit aD SD SDI a c G G G G c 2 " G G 2 SW 72ND AVENUE I �' _ N1 '00 '26"W U w _ C_LINE W I G -- c G +o - €� - w + Ss S5 ss ss w w — w — w — W _ N7 '43'15"W I o o w F 5 �'— _—_€� ,�� S W - 1 w W I M —w rrI P --� I — - P P — W w w 3 m off /E �oH/E OH/E /E _ _ _ W = N �_ N24+ 0 / o f € off/E — — __ m = 7-2 " Comcast -� g o iE oHlE — — m OIL Fri \ I -4 PGE 1 -4 " 1WTC -- . . . 1.: 1 -4 PGE C ��___— ) - - - - - - ai I 2 4 PGEI 2 ` 1 -2 " PGE ; 2 — —_ — -- Ex_tg. R/W — - - - - - - o < 2�62-4 " PCE s 2-6 " NewR/W � o U) v, S - - "� CONSTRUCTION NOTES: GENERAL NOTES: 1 . See PGE lighting & ower plans D I O Const. Comcast 233 vault 9 9 P 70 dated i O Extend and connect to extg. underground 03 power p Extg. ❑ � —C-{ O Extg. pole and luminaire to remain SCALE: 1 " = 30' �`�� PRor V R/WC } D" SINE h I it I 4OInst. utility conduits in joint trench �GINA o � UW) -. it (For detail, see sht. D5) 30 15 0 30 48� E :--I ho 25 + 00 O Remove extg. PGE pole & luminaire (By others) 2-2 " Comcast SW 72ND AVENUE PLAN �R�¢UN t 3 g Const. 7YVTC 233 vault - " m I O SCALE: HORIZONTAL 1 "= 30' J o0 `S Connect to extg. a 15 , 2 0o I 1 -4 " PGE ` TH S Connect to extg. Extg. R/W EXPIRES: 12/31 /2014 yr; Revisions and Addendums \ / SHEET Description Date No. B 1NHPacific �B ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT SW 72ND AVE .E . AND SW DARTMOUTH S T . UPJ W 13125 TIARDsOREGON BVINTERSECTION IMPROVEMENTS 5oE a� 97555W Barnes Rd, Suite 300 TIGARD, OREGON 97223 VOICE.: 503-639-4171 a = . 69 Portland, OR 97225 FAX: 503-624-0752 UTILITY PLAN — SW 72ND AVE 0 503-626-0455 Fax503-526-0775 B WWWTIGARD—OR.GOV FILE NO y wmmminpac�c.com DESIGN: JET DRAWN : JA✓ CHECK: KSR PROJECT N0: 95035 STA 17+ 00 TO STA 21 + 00 CONSTRUCTION NOTES: OConst. PGE 5106 vault (Paid by PGE) OConst. Comcast 233 vault rq O Const. AT&T 264 vault o SN N O4 Inst. PGE pole and 35 ' guy (By others) CJ4 IQt �o +o O Inst. PGE pole (By others) ® o 0 \ \\ \ \ o O Remove extg. PGE pole (By others) � Inst. utility conduits in joint trench D �\�� (For detail, see sht. D5) -�- - -- - - - -- - -- - - - - - _ - - - - — - - Og Const. TWTC 233 vault - --- - m INJD — — • � 'z ° SD SD SD SD SD SD SD SD SD ti G2 G,- SW 72ND AVENUE 5D ° Fri - - -_-- I- - F - N1 -43'15 "W Z1 T m � W W m tv 1 -2 " — — — q HSE SD — SD SD1 -4 " PGE 6 1 -4" TTN/TC 6 3 SID 5 — t OHiE oFl j _p off/E - . sR - 2-6 » o W o 1 -4 " TWTC " AT&T - - - - - _ _ _ - ' — n - - - - - - - - - , PGE �c - - - - -1 -4 " AT&T - - - - - 5i �__ _ __ a - - - - - - t- - •- � � 4 I 1 _2 » P �� 7 ' 1 -4"A7&7-- -- -_ N GE I z ^n 5-2 " Comcast 1 -4 a � 1 -2 " 2 I 7 I I 5-2 " Comcast Z Extg. R/W 2-4 " PGE O �= I 2_6 " New RIW a3 Z o —J S Ll V 03 M SW 72ND AVENUE PLAN \AGINE 6; -a SCALE: HORIZONTAL 1 "=30' 48�a, E hU �' V NU R 20 N SCALE: 1 " = 30' S , R TH S 30 15 0 30 EXPIRES: 12/31 /2014 00 s6 Revisions and Addendums SW 72ND AVE . AND SW DARTMOUTH ST . SHEET q � ENGINEERING DIVISION z � Description Date No. B aclfic PUBLIC WORKS DEPARTMENT UP4 Added Time Warner Telecom 4/10/2014 Q WHP INTERSECTION IMPROVEMENTS 13125 S.W. HALL BLVD, 59 a TIGARD, OREGON 97223 u u 9755 SW Barnes Rd, Suite 300 OF E VOICE: 5D3-639-4/7/ UTILITY PLAN - SW 72ND AVE. v Z Portland, 45 97225 FAX: 503-624-0752 69 503-626-0455 Fax 503-526-0775 WWW TIGgRD—OR.GOV u4 www.whpacfflc.cam FILE NO DESIGN: JTT DRAWN: ✓AJ CHECK: KSRFPROJIECTNO: 95035 STA 21 + 00 TO STA 24 +50