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Main Street: Highway 99W-Rail Corridor INDEX OF SHEETS STATE OF OREGON 46V-129 SHEET N0. DESCRIPTION �/08X of `Wy8 Q Jy /N Nom � MM9m Boudnm k4.9 dnm � utM-fraeZ 3IA DEPARTMENT F TRANSPORTATION —=0 8/ 34 PLANS FOR PROPOSED PROJECT o " Hmnn9u 97UkkA GRADING, DRAINAGE, PAVING SIGNING ILLUMINATION, SIGNALS, ��k�Y, p °M1 . 19 ,�� N.Pa7nd + ROADSIDt DEVEEYMENT 1 Y 5 p :� Y 26 P.— 36 126 . 128 W. b"uk � hm Odoidge Lo Pkm � � Junhvo MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) �' L 76 101 42 Pan Cmpmik 97 31 Fruxfglm IeY 00A 5 62 bum&L MAIN STREET Po 140 ,40 95 WASHINGTON COUNTY H-kno 9 ' N nmmm .n SEPTEMBER, 2013 OVERALL LENGTH OF PROJECT — 0.28 MILES nHu r SW Tr r �� s ATTENTION: �a ��, WINDSOR BLVD LN Q nSPRUCE Oregon Law Requires You To Follow Rules �O D� EV QCT HORN > >TH RNST > Adopted By The Oregon Utility Notification END OF PROJECT J 111 H SOR Ow LONG F ST J a > ¢ Center. Those Rules Are Set Forth In STA: 35+00.00 L_ _ F— P� ST STEVEa OAR 952-001-0010 Through OAR 952-001-0090. ~ 00 ~� �2 ¢ C> ANZANITA= o o You May Obtain Copies Of The Rules By Calling o F- a ST a z = The Center. (Note: The Telephone Number For R p~> -- J NORTH AKO ST 00 The Oregon Utility Center Is (503) 232-1987.) a kna a LI-ic> > P a S T S w °J o Z W D 9 T U a eF9 U) � S H3"R J D Rd D J a =F m J z a ATO SW PFAFFLE a oJST o ° rn �` ydF`' �°R LETS ALL < > > `G2� T o P F G PJB WORK TOGETHER Q scoT T LEWIS RD � � v � `� �. TO MAKE THIS 4s� G, PIH PI AS TANG A Q �9� C JOB�+SAFFE� 4lv IR o EA OW ST ��Os� NAL�Q�NDO T T99W�LG tQ'+Jf�'~,>r�he��°�e��4e��°14e.r�s4s0 THERINF 97T L 9_P J CVO) 217 ISOSpq� o o��Q Sf�� y�� W �� KAV �o RECORD DRAWING SET ~ o¢ A S� T � �� R ST SW `� o �� ST � P S� �- 4/21 /2015 F`� PSN h 11 L �\NO R�QQ�� G �q�� ST ! ST �NZikFR T z Z PPHN W ST ( �,� PROJECT ^ RECORD DRAWING O��107TH pL NS Scy O Q�v P LOCATION `' Sr pRGEN ERRY ELL OR r X\ N0. 1W THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION T� CT QT ST T y Tigard �Q CREST' FURNISHED BY W&H PACIFIC. HARPER HOUF PETERSON RIGHELLIS, INC. Sr �G ' P �� P SW Q IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE > �� INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE A CO0 z �� C LSEA LN a �� s� ��rP P`' ' S LP ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR G rF sr 7 A I OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. - N ST Pte\ ��GCRRE T z� t THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN BEGINNING OF PROJECT )UNT FA V WY e DR N INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR STA: 20+00.00 0= ARDEN PARK LVIEST� �P W00 T m ANY PURPOSE. VIEW CT a J TECH CE > > CIA 87 C RTHUR CT' a MCDONALD TFN N w JAN=CE ST Q SE RE MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) o AMA o 00 a ¢ MO CT T � MAIN STREET M_ n WASHINGTON COUNTY VICINITY MAP T. 2 S., R. 1 W., W.M. FEDERAL HIGHWAY PROJECT NUMBER SHEET SCALE. I" = 1500' ADMINISTRATION N0. OREGON STP-7365(012) 1 DIVISION 46V-129 INDEX OF SHEETS CONT'D SHEET NO. DESCRIPTION 1B Sheet Layout 1B-2 Legend OREGON STANDARD DRG. NOS. 2A Thru 2A-3 Typical Sections 2B Thru 28-41 Details BRI40 Expansion Joint with Poured Seals NOT INCLUDED IN RECORD DRAWINGS BR157 Asphaltic Plug Joint Seal RD120 Concrete Stairway 20 Thru 20-2 Plpe Data Sheets RD300 Trench Backfill, Bedding, Pipe Zone And Multiple Installations 3 R.O.W. and Alignment Plan RD302 Street Cut 3A General Construction Plan RD336 Standard Storm Sewer Manhole 3A-2 General Construction Notes RD342 Shallow Manhole 3B Profile View RD344 Standard Manhole Base Section 3C Drainage and Utilities RD346 Large Precast Manhole 3C-2 Drainage and Utility Notes RD356 Manhole Covers and Frames RD360 Manhole Frame Adjustment 3C-3 Drainage and Utility Profiles RD364 Concrete Inlets Type G-1, G-2, G-2M, G-2MA 3D Demolition Plan RD372 Concrete Inlet Top. Option 1 Type CG-3 3E Thru 3E-2 Waterline RD386 Fill Height Tables for Circular Concrete Pipe 4 R.O.W. and Alignment Plan RD700 Curbs 4A General Construction Plan RD705 Islands 4A-2 General Construction Notes RD710 Accessible Route Islands RD720 Sidewalks 48 Profile View RD740 Separated Sidewalk Driveways or Alleys (Options H, 1, and J) Local Jurisdications 4C Drainage and UNIIHM RD750 Curb Line Sidewalk Driveways or Alleys (Options M & N) Local Jurisdictions 4C-2 Dralnoge and Utility Notes RD755 Sidewalk Romp Details 4C-3 Drainage and Utility Profiles RD756 Sidewalk Romp Placement Options Curb Radii 0= 15' RD757 Sidewalk Ramp Placement Options Curb Radii > 15 4C-4 Dra/nage and Utility Profiles RD759 Truncated Dame Detectable Warning Surface 40 Demolition Pion RD770 Pedestrian Handrail 4E Thru 4E-2 Waterline RD771 Pedestrian Handrail Details RDI010 Inlet Protection (Type 1,2, and 3) 5 R.O.W. and Alignment Plan RD1015 Inlet Protection (Type 4) Biofllter Bags 5A General Construction Plan RD1030 Sediment Barrier (type 2 & 4) Beofllter or Sandbags 5A-2 General Construction Notes RD1040 Sediment Fence, Supported Sediment Fence, Unsupported 5B Profile View TM200 Sign Installation Details 5C Drainage and Utilities TM201 Miscellaneous Sign Placement Details 5C-2 Drainage and Utility Notes TM500 Pavement Marking Standard Detail Blocks J I— 5C-3 Drainage and Utility Profiles TM50Pavement Marking Standard Detail Blocks W TM502 Pavement Marking Standard Detail Blocks 0 5C-4 Drainage and Utility Profi/es TM503 Pavement Marking Standard Detail Blocks 5C-5 Drainage and Utl/Ity Profiles TM505 Rai/ Crossing Pavement Markings 50 Demolition Plan TM521 Durable Pavement Markings Method 'B" Extruded &. Method "F" Spray Z TM530 Intersection Pavement Markings (Crosswalk, Stop Bar, & Bike Lane Stencil) 5E Thru 5E-2 Waterline TM531 Turn Arrow Marking Details O 6 R.O.W. and Alignment Plan TM560 Alignment Layout: General Z TM561 Alignment Layout. Left Turn Lane, Centerline. & Medians FL 6A General Construction Plan TM676 Sign Attachments = 6A-2 Genera/ Construction Notes TM677 Sign Mounts CJS 6B Profile View TM681 Perforated Steel Square Tube (PSST) Sign Support Installation 0 6C Drainage and UtilTNes TM687 Perforated Steel Square Tube (PSST) Anchor Foundation QTM688 Perforated Steel Square Tube (PSST) Slip Base Foundation 6C-2 Drainage and Utility Notes TM800 Tables Abrupt edge And PCMS Details c9 6C-3 Drainage and Utility Profiles TM810 Temporary Reflective Pavement Markers oTM820 Temporary Barricades O 6C-4 Ora/nage and Utility Profiles TM821 Temporary Sign Supports 6D Demolition Plan TM840 Closure Details 6E Thru 6E-4 Waterline TM841 Intersection Work Zone Details 7 R.O.W. and Alignment Plan TM842 Signalized Intersection Details TM844 Temporary Pedestrian Access Routing pp 7A General Construction Plan TM850 2-Lane, 2-way Roadways 7A-2 General Construction Notes TM851 Non-Freeway Multi-Lane Sections 7B Profile View TM852 Non-Freeway Multi-Lane Sections � 7C Drainage and Utilltles TM457 Vehicle, Pedestrian Signa/ and Push Button Mounting Option Details W 7C-2 Drainage and Utility Notes TM467 Pedestrian Sign and Pedestrian Push Button Details RECORD DRAWING W = 7C-3 Drainage and Utl/Ity Profl/es TM472 Traffic Signal Junction Box Cil 7C-4 Drainage and Utility Profiles TM475 Loop Details 66 TM460 Loop Entrance Details c6 7D Demolition Plan TM843 Multi-Lane Signalized Intersection Details E Harper Houf Peterson Righellis Inc. 7E Thru 7E-3 Waterline "G RS Rs "Ds°"`E ARCHITECTS. SURVEYORS 205 SE Spokane Street,S if 200 Poffl=d,OR 97202 phone:503.221.1131..hhpc=fax:503.221.1171 p NOT INCLUDED IN RECORD DRAWINGSPlon c9 GN Thru GN-25 Landscape and Irrigation Plan and Details CD 0MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 92297 Thru 92298 Bridge Plan and Details SS Thru SS-11 Striping and Signing Plan and Details MAIN STREET CID I-0001 Thru 1-0010 Illumination Plan and Details WASHINGTON COUNTY 0 17386 Thru 17387 Detector Plan FEDERAL HIGHWAY PROJECT NUMBER SHEET 0 ADMINISTRATION N0. SG Thru SG-3 Pedestrian Flasher Plan OREGON DIVISION STP-7365(012) 1 A Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 N L 0 99W OR ria ,u: /oaoaror xoararaiaii iaiii, r0000aiaii ora, .. . r-';,s4.�!, .. ! «t.e'.rgE,ce �s-S` «'s'r.� x '„a 4�" ��'� :x ♦. ,2,•v �y y yrk'. air Street n: Main Street — — — — — Jh' B 2B-12 3 3A 3C —2B-14 4 4A 4C 2B-16 5 5A 5C 2B-18 6 6A 6C orrriiro%�%ii r%r�n�rrrroi�i%/r' 7D, 7E, GA-7, GN-5 3D, 3E, GA-3, GN-1 -� 4D, 4E, GA-4, GN-2 5D, 5E, GA-5, GN-3 6D, 6E, GA-6, GN-4 D a Q\e�oo a 5ot�,Ae m 3 RECORD DRAWING co TFOREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. , ,�DPROFFs EH lES—sSP2ANNE OR 9722os-aPE21R11M Crp--f— EYoRs 0 50 loo 2055E Spoke Stteet,Sirite 200 PmYlan40R 9'1202 phone:503.221.]]31 www.IJlpc.com Fex.503221.11]1 s SCALE r' = ,oa' Sv� 19,138 ��/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � � MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2i�� 15 1go�� DESIGNED BY: HHPR DRAFTED BY: HHPR y9�s A B�P SHEET NO. SHEETLAYOUT 1B EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 EXISTING TOPOGRAPHIC LEGEND PROPOSED LEGEND STORM SEWER LINE trr STORM SEWER LINE w UNDERGROUND WATER LINE SAN SANITARY SEWER LINE SD STORM MANHOLE OF OVERHEAD WIRE G UNDERGROUND GAS LINE STORM FILTER MANHOLE o CHAINLINK FENCE LINE ® ATRIUM INLET E UNDERGROUND POWER LINE FO UNDERGROUND TELEPHONE/FO LINE FILTER CATCHBASIN SL — UNDERGROUND SIGNAL LOOP SS — ———— PERFORATED PIPE SANITARY SEWER MANHOLE (D IRRIGATION VALVE S� IRR 0 SPRINKLER HEAD O CLEANOUF OR STANDPIPE OSTORM SEWER MANHOLE p IRRIGATION METER CATCH BASIN ® CABLE TELEVISION RISER O FLAG SLEEVE DITCH INLET ® POWER RISER CURB & GUTTER ❑O CURB INLET Paa ® TEL • ROOF DRAIN DOWN SPOUT TELEPHONE RISER® m GAS RISER CURB WATER VALVE �s GAS VALVE C( FIRE HYDRANT CONCRETE SIDEWALK © GAS METER ❑W WATER METER ° GAS STAND PIPE CONCRETE DRIVEWAY 49 FIRE DEPT. CONNECTION -0- UTILITY POLE CONCRETE PAVERS o WATER STAND PIPE GUY WIRE WATER WA WATER VAULT O� UNKNOWN UTILITY MANHOLE SHRUB / BUSH��/// o UNKNOWN STAND PIPE CONIFEROUS TREE ?? UNKNOWN UTILITY VAULT ® UNKNOWN UTILITY RISER DECIDUOUS TREE • BOLLARD RECORD DRAWING 11r-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��Q,�D PROFFsSES E N Si.SPLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SE Spokane StreeS S 200 Po�Oand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 �� GINE MAIN s�0 ST: OR99W - RAIL CORRIDOR (TIGARD) 19,138 �� MAIN STREET t AS-BUILTS PREPARED BY) WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2�Y 15 19� DESIGNED BY: HHPR DRAFTED BY: HHPR B�P SHEET /s A. NO. LEGEND EXPIRES: 12/31/15 1 B-2 Standard curb Concrete curb, tall and gutter MHMAC wearing course Level 3, Concrete curb, tall 46V-129 see detail sheet 2B-4 see RD700 1/2" dense, Nom. Thkn. — 2"** Conc. sidewalk Planter width Planter width Conc. sidewalk Nom. thkn. – 4" 3.0'-20.5' 3.0'-10.0' Nom. thkn. – 4" see std. detail RD720 211. Max 2101, Max Aggregate base f— —y ,:..,..:.. . Nom. .:...,, comp. thkn. 4 . .. . . ... . . .. MHMAC wearing course Aggregate base Level 3, %2" dense Nom. comp. Existing Proposed Nom. thkn. — 2" thkn. – 4" 3' MHMAC rebuild 3' 6' Sidewalk min. (For details, MHMAC 6' Sidewalk min. see this sht.) rebuild 4"-5" A.C. *12' Lane *12' Lane MHMAC base course Level 3, %2 dense Standard curb and gutter `= A Nom. thkn. – 3rd lift – 2" see RD700 10 –12 * See sht. 2A-2 Cold lane vmt. 2nd lift – 2 %2" P P 6� CTB for cross slopes removal c �c��c 1st lift – 2 %2" ** Sta. 23+53 – 25+00 Depth – 2"-4" 4" A.C. in 12' travel lanes Varies / o oDo�jo : Aggregate base // // // / // // // // // Nom. comp. thkn. — 12 TYPICAL SECTION AT BULB OUT Subgrode N.T,s. Sta►. 23+50 — Sta. 24+50 Concrete curb, tall Stas. 26+00 — Sta. 28+45 HMAC REBUILD Planter width Conc. sidewalk N.T.S. Nom. thkn. – 4" Aggregate base O Min. 9" A.C. on all trench patches MHMAC wearing course Level 3, Nom. comp. thkn. – 4 m 1/2" dense, Nom. Thkn. – 2" 6' Sidewalk min. Standard curb and gutter see RD700 Standard curb and gutter Conc. sidewalk Conc. sidewalk see RD700 Nom. thkn. – 4" 17.5' parking I Nom. thkn. – 4" see std. detail RD720 211. Max Varies * O * * O I Varies 2% Max Aggregate base �— .: Nom. comp. thkn. — 4" RECORD DRAWING Aggregate base 3' �� OREGON DEPARTMENT OF TRANSPORTATION Nom. comp, f3 MHMAC MHMAC 3 11 thkn. – 4 rebuild rebuild Tree Harper Houf Peterson Righellis Inc. 6' Sidewalk min. (For details, well 6' Sidewalk min. PR� E NG I N EE RS CLAN N E RS LANDSCAPE ARCHITECTS SURVEYORS 12 Lone 12' Lone �C 0.� F/�/� 11�4 205 SE Spokane Str ,Suite 200 P-JH d,OR 97202 phone-503 221.1131 iviviv,hhp,—,fax:503.221.1171 3.5' see this sht.) ` I `Js NE FurnishingG �G ,138 S (� MAIN ST: OR99W - RAIL CORRIDOR TIGARD) zone 19,3.5 MAIN STREET Cold plane pvmt. removal Furnishing WASHINGTON COUNTY * See sht. 2A-2 Depth – 2"-4" zone t AS-BUILTS for cross slopes ✓ OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR Varies TYPICAL SECTION WITH 45' PARKING A. BGP'�� DRAFTED BY: HHPR SHEET OTravel lanes paved to min. 4" N.T,s. Sta. 28+45 — Sta. 29+00 ` TYPICAL SECTIONS No. depth from sta. 28+45 to 29+00 EXPIRES: 12/31/15 2A Concrete curb, tall 46V-129 see detail sheet 28-4 Planter width Conc. sidewalk f'varies�l Nom. thkn. — 4" Aggregate base Nom. comp. 6' Sidewalk min. thkn. — 4" I MHMAC wearing course Level 3, 1/2" dense Nom. Thkn. — 2" ** Standard curb and gutter I Standard curb see RD 700 and gutter 7' see RD700 Conc. sidewalk I Parallel Conc. sidewalk Nom. thkn. — 4" ' parking Nom. thkn. — 4" see std. detail RD72021'. Max Varies I * * Max Aggregate base —� f► /cies 2% Nom comp. thkn — 4 Aggregate base Nom. comp. i —3 MHMAC 3' thkn. — 4" rebuild Tree 6' Sidewalk min. (For details, see sht. 2A) well 6' Sidewalk min. 3.5' Furnishing zone ng 12' Lane 12' Lane 3.5' Furnishing Cold plane pvmt.removol zone * See sht. 2A-2 Depth — 2"-4" 3' HMAC for cross slopes rebuild 70' TYPICAL SECTION WITH PARALLEL PARKING ** Sto. 26+07 — 33+05 N.T.S. Sta, 20+50 — Sta. 23+50 4" A.C. in 12' travel lanes Sta. 24+50 — Sta. 26+00 Sta. 29+00 — Sta. 34+55 Roadway Cross Sectional Slopes (From Centerline) Sto. Left Parking Left Lane Right Lane Right Parking 20+50.00 to 23+83.00 Match EG Match EG Match EG Match EG RECORD D RAW I N G 23+83.00 to 25+12.50 –3.5 % 2 % —2 % —4 % 771r-- Harper � OREGON DEPARTMENT OF TRANSPORTATION 25+12.50 to 26+00.00 Varies Varies Varies Varies 26+00.00 to 29+55.00 —2.5 % —2.5 % —3 % —4 % Harper Houf Peterson RighelTS-Inc. PROFFs ENGINEERS•PLANNERS•7202ph LANDSCAPE 03 ARCHITECTS• SURVEYORS 205 SH Spokane Street Sure 200 Po�HanA,OR 97202 phone-503 2211131 imnv,hhpccom fax:503121.1171 29+55.00 to 30+93.45 N.A. —3 % —3 % N.A. G 1 NE 0, tvG w� 19,138 �� , MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 30+93.45 to 31+71.90 —3 —3 % —2 % —2 % MAIN STREET 31+71.90 TO 33+05.76 —3 % —3 % —1 % —1 % t AS-BUILTS WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2�Y 15 19�� DESIGNED BY: HHPR Note: Slopes are measured from centerline to ti9i DRAFTED BY: HHPR p S A B�P`� SHEET outside edge of gutter panel. NO. TYPICAL SECTIONS EXPIRES: 12/31/15 2A-2 46V-129 Continue back side of Driveway with 6' on—center scoring band through (typ.) scoring pattern dri ve wo y 3' square scoring 3' X 0.5' (typ.) pattern (typ.) scoring band 0 o v a a a. a a a � a a a ao a Q. a c v a a' c . c Q c Planter (typ.) Driveway grade break (score) Curb inlet (typ.) o o a e a : a 4 a v MAIN ST. Notes: 1. Proposed scoring shall have a minimum depth of %4—inch and a radius of %8—inch. 2. Longitudinal scoring lines shall be parallel to, or concentric with the curb line. J. When new sidewalk is constructed adjacent to existing sidewalk, scoring lines shall correspond to existing scoring patters. 4. Scoring pattern to be submitted by the contractor and approved by the engineer prior to pouring concrete. TYPICAL SIDEWALK & DRIVEWAY RECORD D RAW I N G SCORING PATTERN SCALE: 1' _ 10' 11 OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��Q,�D PROFFsENGI NEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SH Spokane Street Sure e 2Po�HanA,OR 9720202phpho..ne-503 2211131 imnv,hhpccom fax:503121.1171 �� GINE s�0 19,138 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) �� MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR DRAFTED BY: HHPR y9�S A B�P� SHEET NO. TYPICAL SECTIONS EXPIRES: 12/31/15 2A-3------ A-3 Atrium inlet, see detail this Finish grade of planter sheet. Standard curb with gutter. Construct 46V-129 1' wide curb cut for flow entrance. (See detail sht 2B-3) Width varies Sidewalk Undisturbed soil 21'. Max 14 — .. » rope a A. a a 18 min. a `�e� see nWire Beehive grate, T �� Slope varies see detail below 12" min. a6» _� Specify elevation 6d Manhole frame, Concrete curb, tall (see see detail below detail on sheet 2B-4) A�\��\\\ \\%�_A\\�\\\ \ Top of stormwater \ \6"-18"\ \�\\\\\�\\\� facility topsoil Epoxy manhole frame to Slope as necessary to �A \\ %A�\�A std. Reinf. Conc. Pipe class P Y Topsol \\\�\� A\\,A\\ Topsoil and geotextile maintain undisturbed soil \ \„ filter fabric #4 rebar u-bolt 3" min �n��< Connect to manhole 2 " or inlet Slope to drain 0.5% min 12" thkn. - granular drain backfill 0 0 - 3000 psi 23 3/4" commercial grade Existing subgrode concrete. 6" drain pipe 1314"-0" rock p p pipe bedding t 25;i4u J- II 23 314- Note: Rim Elev. = Gutter - 1" (typ.) 10"-12" diameter storm drain 1 24 3i4" J— r 314" pipe depth < 5' location T-I I_ 25114 —� t TYPICAL STORMWATER PLANTER SECTION varies BEEHIVE GRAZE 33 314"— N.T.S. 24'x4'REVERSIBLE AIANHOLE FRAME Notes: 1. Wire rope to be %8" —3/6" stainless steel, 7 strands of 19 wires 2. Secure grate in place with 54—inches of wire rope. Loop ends of wire rope around U—bold and grate. Crimp each end of wire rope with 3" overlap Concrete weir check dam, see 3. Drill 2" deep holes into pipe and epoxy 4" rebar U—bolt (2"x4) in holes. sheet 2B-40 for detail. 4. Grate to be cast iron, ASTM A48 CL30. Proposed stormwoter ATRIUM INLET DETAIL planter N.T.S. Perforated drain pipe, see note above Planter cleanout, seed 4. t RECORD DRAWING detail on sheet 2B-2. Atrium inlet, see detail this sheet. 7711 OREGON DEPARTMENT OF TRANSPORTATION Varies, see plan Harper Houf Peterson Righellls Inc. ,��D PROFFs ENGINEERS•RLPNNERS•7202pl A03 ARCHITECTS SURVEYORS ....... 20i SC S,wkane S�reeL Snide 2f10 PortlanA,OR 9]202,hone:s03 2211131 iv v Wp,.iom fax:5Oi.??1.11'1 s 19,138 �� :X-_ MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � MAIN STREET 1' wide curb cut, see details WASHINGTON COUNTY on sheet 2B-3. Note: Check dam locations vary. See drainage and utility plans OREGON APPROVED BY: BRA/AJI for locations. ✓�/�Y 15, 1� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A gEP SHEET TYPICAL STORMWATER PLANTER PLAN VIEW NO. STORMWATER PLANTER DETAILS N.T.S. EXPIRES: 12/31/15 2B 46V-129 3:1 (H: V) max. slope Tall Curb 6" max water » treatment depth 6 freeboard Clean out pay item _ o � 01 Screw type plug w/ Concrete planter cleanout adapter curb \/ cover \\/\/\/ /\/ Min.18„ 2A gro win g \ \ \ \ \ \ Q D o o t medium D \//\\//\//\\//\ ', Native 12" Granular k \/\\/\/\\/� subgrade Swale bottom drain backfill „ �; 6 on—perforated \ \ ` ' PIPe 1 max. g D \\\\ 40 mil liner 6" drain pipe--" 7' min.-10' max. Geotextile Sidewalk zone (Where called for). filter fabric \/\\\/ Cross—sectional view with on street parking 45° elbow Notes: E6" drain pipe \//\//\//��/ 1. Public water quality system. 0000 O /j// /� 2. See atrium inlet detail on sheet 2B for outflow structure. 3. Inflow structure per local jurisdiction. 3.1. Inflow structure — curb cutout, see curb cut—out detail on sheet 2B-3. 6 end cap 4. Flow dissipaters shall be placed according to facility design otherwise: 12 in length, equal to the width of the swole bottom and lower swole sides, 3"-5" in height, and placed every 10' where the PVC wye 6" non—perforated swole bottom slope exceeds 51'.. coupling pipe 5. Vegetation per GN sheets. 6. 40 mil impermeable liner, or approved equivalent per jurisdictional road authority. Subdroin connects with storm sewer system. Drain rock layer not recommended for longitudinal slopes of greater than 21.. 6 INCH CLEANOUT DETAIL N.T.S. SWALE DETAIL N.T.S. RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. FIR ENGINEERS.P2ANNERs.L02ph.—PE2L1131 EChp—fRVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES' /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) A, 19,138 �P y � r MAIN STREET AS-BUILTS PR WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2i�Y 15 19'1 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A. gEP SHEOET PLANTER DRAINAGE DETAILS 2B-2 EXPIRES: 12/31/15 Trench grate (see Per City detail 4" thick concrete Per City detail 4" thick concrete 46V-129 Grate and Frame 126 on sheet 2B-9 splash pad 126 on sheet 2B-9 splash pad detail on sheet 2B-4) M111 6' Storm water facility y 6„ Ow— Side6•, 6" A A d ••• I d °d • .meq• -� ✓ <� .�•a ..d d:. ^•� a� .d ..d } walko: Concrete splash pad .. 1 4' d parking" .. < a d A q•. �v A i A 4' i A I Bevel planter wall % �r N to top of inlet d` �, • • 1 .d a• add .d dd. .. 7 Sidewalk/grate 3 Min. 4" thick concrete / a f ed Depress Grade /ra Depress Grade Curb andutter splash pad R=6" utter 2" =6utter % at opening at opening break R " 2" break g ? � g lines m g lines 2q" ` Stormwoter Per City detail Per City detail Depress gutter 2"6" 126 on sheet 28-9 2" at opening facility 6 126 on sheet 2B-9 6 SECTION A Inlet channel walls 18„ 18"x24" grate, Bolt in place Concrete curb/gutter STREET C CO STREET CO 16 See grate and frame00 detail on sheet 2B-4 °�. Z3 1 • ; Depress 4" thick concrete Depress gutter 4" thick concrete 6" exposed utter 2" splash pad 2" at opening splash pad 9 P 9 Z U 2„ curb at opening Notes: Expansion joint-7gutter1WIDE CURB CUT 1. To be used adjacent to on—street parallel parking. each side (typ) depression N•TS• 2. Refer to channel and grate detail on this sheet. SECTION B CHANNEL & GRATE DETAIL 1.5 WIDE CURB CUT N.T.S. N.T.S. 1 1/4" I.D. PVC 2q max Vertical sleeve flush with vertical sleeve top of curb RECORD D RAW I N G Vertical sleeve flush with Sidewalk Pour concrete around Sidewalk OREGON DEPARTMENT OF TRANSPORTATION top of curb PVC pipe 771r 2" min. Harper Houf Peterson Righellis Inc. 1 1/4" I.D. PVc ,��Q,�D PROFFs ENGINEERS PLAN NERS L02ph.. RE 21,1131 Chp• SURVEYORS 205 SH Spokane Street Sure 200 Po,HanA,OR 97202 phone-503221imnv,hhpccom fax:503121.11]1 vertical sleeve �5 G 1 NE I tvG w� 19,138 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 2" MAIN STREET 6» WASHINGTON COUNTY 2" OREGON APPROVED BY: BRA/AJI 19�A DESIGNED BY: HHPR PVC VERTICAL SLEEVE DETAIL IN PVC VERTICAL SLEEVE DETAIL IN A. ti9,S P�� DRAFTED BY: HHPR SHEET CURB BE CURB SIDEWALK PLANTER CURB CUT DETAILS N.T.S. N.T.S. EXPIRES: 12/31/15 2 B—3 46V-129 #4 rebar 18" 0.C. longitudinal #4 rebar 18" O.C. %" scored transverse Proposed sidewalk joint match existingLl CurbEx. bridge/impact 6 panel x. sidewalk ° 2» AC 00 7 i ��I; - � ° \J O ° \J O ° 0"F0.° \J ° LJ O ° LJ Note: MONUMENT CASE & COVER PCC sidewalk greater than 4" thick to be reinforced when over bridge deck and impact panel. MONOLITHIC REINFORCED CURB AND SIDEWALK NOTES: N.T.S. 1. MONUMENT BOXES TO BE CAST IRON OR ALLOY SUITABLE FOR HEAVEY TRAFFIC LOADING #1036 OR 1033 SUPPLIED BY: INLAND FOUNDRY CO. INC. EAST JORDAN IRONWORKS,INC 191 N. 39TH OR PART#00367311 SPRINGFIELD, OR 97477 (541) 747_9172 MODEL#36732 7-718" OR NO. M 1010 AND SUPPLIED BY: OLYMPIC FOUNDARY SEATTLE, WASHINGTON 2. ALTERNATVE TYPES MUST BE APPROVED BY THE CITY ENGINEERING DEPT. PRIOR TO INSTALLATION AND MUST CONFORM TO THE FOLLOWING MINIMUM DIMENSIONS: 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 4. MONUMENT TO BE NO DEEPER THAN 6' BELOW FINISH GRADE. 1" (see note 2 below) '3/$" rad I US 6 n � erP�o er. No SCALE i AGUSTIN P. DUENAS ENGINEERING DEPARTMENT MONUMENT DWG.N0. 1]13!S.M.NML BLVD, GTY QIGNEIII Sidewalk 3 '0R °"" BOX /4 radius Proposed monolithic curb aTM�, �°le�•1> MARCH 1998 70 FAK 60.1 881-1PB] IQW 2q max and pedestrian ramp °'°°" "°`�"`DAM 4�, ---__ 2" P.C. conc. See sheet 2B-6 for conc. color RECORD D RAW I N G see note 2 ,a �, and scoring pattern. below I Planter top surface 1ax 00 m ? 771rOREGON DEPARTMENT OF TRANSPORTATION a� N Harper Houf Peterson Righellis Inc. ENGINEERS.PLANNERS.LANDSCAPE ARCHITECTS. SURVEYORS Batter 6: 1 Q,�D FI ROFFs 205 SE Spokane S-ee Stile 200 P.ld-d OR 9'1202 phone:503.221.1131 w hhp,—fu:503.221.1171 Ex. bridge/impact Grind all existing AC to G �yG 19 1 NE,138 S MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) panel existing impact panel, create � w Curb notes: rough surface prior to placing MAIN STREET 9 P P 9 BUILTS PREPARED BY) WASHINGTON COUNTY 1. Refer to ODOT RD700 for construction notes. PCC - 2. Construct 4" curb openings. Notch to be I" lower than ✓ OREGON APPROVED BY: BRA/AJI G � 9� DESIGNED BY: HHPR sidewalk. Slope towards facility. See plan for locations. MODIFIED PCC CROSSWALK �y Y 15, 1 �� DRAFTED BY: HHPR CONCRETE CURB, TALL SECTION DETAIL 9�s A. BEP SNOT N.0 N.T.s. DETAILS EXPIRES: 12/31/15 2B-4 F Existing driveway - xisting driveway - See note 2 Match width & grade 5' match width & grade 46V-129 A A R/W line See note 1 3 y o Concrete walk 29'max ) Concrete wolk 8% max °ti-' 2%max 8% max Width varies o Width o w.a Concrete walk w o varies 2% max a o See note 1 2% max aw �- Landscape 1:12 max o o N Lan trip rp pe` y 1:12 max '� 1 strip + 0.5' Construct concrete Stationing Construct tall I I A curb, tall (typ.) per referenceA for able See note 2 Width varies 6' � concrete curb 6' detail on sht. 2B-4 see table below Driveway notes: 0.5' Width varies L0.5' see table below Stationing reference PLAN 1. 6" X 6" 10 GA welded wire fabric required for all driveways. Depth varies PLAN point for table RAW 2. Reconstruct AC driveway transition per pavement section this sheet. 5. R/w Projected top of curb see table below Length varies 3.5' Projected top of curb see table below Mo�c� o� 6" 8% max Grade break 6" tim9 d -275--max2% max ex�s 314" 12 ma �� a Street _ 314., 12 �� ° o o�- ° °I ek�sf�'tijofch e ..Jee I III=1 I I I° I 1' - - - _ Street - - - - - - - _ a / !ll-, - HIL 000�o0 °ooaoo°o 0 Iao IIII IIII IIII IIII _IIII I IIII II 6" i_ llX 6" 10 GA mesh see o00 6" X 6" 10 GA mesh see note no. 1 note no. 1 0 0 00 - Aggregate base 000 o Aggregate base SECTION A-A Nom. comp. thkn. - 4" MHMAC wearing course SECTION A-A Nom. comp. thkn. - 4" 1 See ODOT RD740 option H for construction notes See ODOT RD750 option N for construction notes Level 3, /2" dense DRIVEWAY WITH LANDSCAPE STRIPS AND CURBS STANDARD DRIVEWAY WITH CURB-71GHT SIDEWALK Nom. Thkn. - 3" N.T.S. N.T.S. DRIVEWAY DATA TABLE o 0 0 0 o Aggregate base LABEL CENTERLINE WIDTH (FT) DEPTH (FT) REFERENCE ABOVE DETAIL Nom. comp. thkn. - 12" STATION & SIDE DWY 1 22+74.66 LT 20.0 8.6 STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK Sub rade DWY 2 23+00.77 RT 55.0 10.0 g DWY 3 23+21.50 LT 20.0 9.2 STANDARD DRIVEWAY WITH CURB-TIGHT SIDEWALK DWY 4 23+75.47 RT 20.0 9.5 STANDARD DRIVEWAY WITH PRIVATE AC PAVEMENT SECTION CURB-TIGHT SIDEWALK DWY 5 24+03.85 LT 18.0 27.0 DRIVEWAY WITH LANDSCAPE N.T.S. STRIPS AND WINGS DWY 6 24+27.86 RT 20.0 9.5 STANDARD DRIVEWAY WITH CURB- SIDEWALK RECORD D RAW I N G DWY 7 24+93.96 RT 14.0 8.6 STANDARDD DRIVEWAY WITH CURB-TIGHT SIDEWALK DWY 8 26+96.36 LT 20.0 27.5 DRIVEWAY WITH STRIPS ANDKINGS APE 11 OREGON DEPARTMENT OF TRANSPORTATION DWY 9 27+38.63 LT 12.0 27.5 DRIVEWAY WITH LANDSCAPE STRIPS AND WINGS Harper Houf Peterson Righellis Inc. DWY 10 27+44.57 RT 29,5 175 DRIVEWAY WITH LANDSCAPE ��pPROFF ENGINEERS•PLANNERS•LANDSCAPE ARCHITECiS• SURVEYORS STRIPS AND CURBS C 205 SE Spokane S-ee Stile 200 P.�d-d OR 97202 phone:503.221.1131-.hhpc-fu:503.221.1171 DWY 11 29+21.09 RT 12.0 10.5 STANDARD DRIVEWAY WITH r, 1 NE � CURB-TIGHT SIDEWALK G 19,13 y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 8 4� y DWY 12 29+35.31 LT 24.8 6.0 DRIVEWAY WITH LANDSCAPE MAIN STREET STRIPS AND CURBS WASHINGTON COUNTY DWY 13 30+36.77 LT 28.7 15.5 STANDARD DRIVEWAY WITH - CURB-TIGHT SIDEWALK OREGON APPROVED BY: BRA/AJI DWY 14 31+06.06 LT 25.6 15.5 STANDARD DRIVEWAY WITH 2�I 1901 DESIGNED BY: HHPR CURB-TIGHT SIDEWALK �,(, 15, DRAFTED BY: HHPR DWY 15 31+87.04 LT 25.3 6.0 STANDARD DRIVEWAY WITH '9/S A B�P� SHEET CURB-TIGHT SIDEWALK No. DWY 16 33+09.75 RT 12.0 15.5 STANDARD DRIVEWAY WITH DRIVEWAY DATA AND DETAILS 2B-5 CURB-TIGHT SIDEWALK EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 • v. � o Existing driveway • I 9 Match width & grade v Dv v }¢< I - - - - - - - - - - - - - - o. a R/Wline� 4 See note 1 . ax Concrete walk 29mConcrete walk °v D Width varies 3 D y O V.D o y w� Landscape p 4 ° Landscape I2%max a� strip � ° P 4 ° Construct concrete strip + y Construct tall D 4 ° °oo s ° (yp) p concrete curb °o°o _P o° curb, tall t per o°O° on sht. 2B-4 3V OO.4 POP 4.4D O 129max V D I i ° °HOO° O °°o° A 0,0 See note 2 Width varies° 4 Width varies °oo y Width varies see O see plan table sheet 2B-5 see PIan PCC decorative Stationing reference oint for table pPLAN Expan ion joint °D , 4 RAW 4 radial spacing (typ.) 4 ° Length varies 5' i 4 Projected top of curb see table below P P ' 4.0' .V. O 1 O O O 6" % max PCC ramp 2 O —?max s O I 314" m P P 1;12 4 2 \ / I Street , •>,..o D 4 O 3 5 P o I O o°0 0 ° III=III=III-I ISI=III=I I=I I I=I—=III='O D I p 0 l�Oa0 d'.a. ,?°,}a y� I- 33+00 4- oo ,oa t ',�P,; t III=1I1=1I1=1I1=1I1=1I1=IIL III_� 4 O 2 O O I O I o°.0 0 0 �(��(��I�(Izzl I I=.:�II��I�� 6" X 6" 10 GA welded wire mesh see note no. 1 MAIN ST. I 4 Aggregate base P V 4 I ' Nom. comp. thkn. — 4" 1 3 O O 1 O Q I I SECTION A-A O 3 4 SI I — O See ODOT RD740 option H for construction notes P TransitionI Q O O 4P, 4 P I DRIVEWAY WITH LANDSCAPE STRIPS AND WINGS 0 panel I P O O i N.r.s.2 0 1 0 I � Driveway notes: s. V A I 1. 6" X 6" 10 GA welded wire mesh required for all driveways. D O O II I 2. Reconstruct AC driveway transition per pavement section this sheet. P I O O p 4 Sees 2 7 RECORD DRAWING P P � °° °°°°°°°°° °°° °°° �� OREGON DEPARTMENT OF TRANSPORTATION 0 00°pOco°000 ° D v. : �•�� D P o 0000 0.000 0o v D ° . v .. � 4 o� 00 00 000 :, D' .�v Harper Houf Peterson Righellis Inc. lv v D Q ENGINEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SE Spokane S-ee Stile 200 P.Td-d,OR 97202 phone:503.221.1131 w hhp,.—fu:503.221.1171 Fsso GINE / G �' 2 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) D ° cc, w 19,138 9 m 1 MAIN STREET COLORS plate: AS-BUILTS PREPARED B WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI O1 Davis color: Tile Red # 1117 See detail this sheet for typical section A-A �G�Y 1�� DESIGNED BY: HHPR and sheets 2B-23 & 2B-24 for grading plan �y 15• � DRAFTED BY: HHPR O2 Davis color: San Diego Buff # 5237 TIGARD ST./MAIN ST. RAISED DECORATIVE '9�S A. BEP SNEO. PCC CROSSWALK DETAIL o s io DRIVEWAY DATA AND DETAILS O Standard concrete sca�E: t"= to' EXPIRES: 12/31/15 2B-6 Note: Sec. 2, T. 2 S., R. 1 W, W.M. a a. See detail this sheet for typical 46V-129 m section B–B °a D ° 000a ° Concrete gutter Sawed joint with °° poured rubber 2' asphalt filler %8" VARIES min. ,� T d ° d f e EXPANSION JOINT DETAIL B Edge of PGS IAC e' I N.T.S AC/concrete transition panel see below details Decorative crosswalk for section view. oo °°°°° 2' X 2' square scoring o. pattern. Davis color: tile red – no. 1117 °°�°0000°o Rein forced PCC o °° ° see below details for section view. Construct smooth TYPICAL DECORATIVE PCC bends around CROSSWALK DETAIL Structure existing structure Sawcut N.T.S maintaining 3" Pay Limits separation between 1' 2' Varies 2' 1' rebar and rebar & Transition Decorotive concrete crosswalk Transition Sawcut structure panel #4 rebar 24" O.C. panel r2" —1 6" (both directions) 8" 6" MHMAC wearing course, I L I I Continuous 1 Level 3, %2" dense reinforcement } _ m Nom. thkn. — 9" PCC REINFORCEMENT AT STRUCTURE DETAIL Aggregate base Apply to structures at sta. 6+71.10, 27.3' LT,• 10+94.03, 13.84' LT,• 4" Nom. comp. thkn. — 12" 11+18.08, 17.80 LT,• 12+87.20, 14.80' LT,• 12+98.34, 15.19 RT MHMAC 2" Clear 3 Plain Concrete Aggregate base to rebar Pavement Reinforced Nom. comp. thkn. – 6" — CONCRETE PAVEMENT TO AC PAVEMENT TRANSITION PANEL WITH AT GRADE PCC CROSSWALK DETAIL SECTION B—B Sawcut N.T& Plain Concrete �1'y2'— 10' Pay Limits 8, Pavement RECORD DRAWING Transition Ramp Decorative concrete Raised Rein force panel 5" max crosswalk crosswalk Raised 3„ 8„ intersection OREGON DEPARTMENT OF TRANSPORTATION 2" rHarper Houf Peterson Righellis Inc. nd F NG I N EE RS•PLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS .a ' '•m - - ° 9•. A �C 0. D PROF/ /� 205 SE Spokane S]reeL Sune 200 Portland,OR 97202 phone:503.221.1131 wwwLhpr.com fax.503.221.1171 3--fw�19 138 NES MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 410 MAIN STREET MHMAC wearing 6" 2" clear 12" Aggregate base AS-BU I LTS PREPARED BY) WASHINGTON COUNTY ��course, to rebar #4 rebar 24" O.C. Nom. comp. thkn. – 6" ✓ OREGON APPROVED 6Y: BRA/AJI DESIGNED Level 3, %2 dense (both directions) C' G<y 15, �g �� DRAFTED BY HHPR Nom. thkn. r 9" CONCRETE PAVEMENT TO AC PAVEMENT TRANSITION PANEL WITH RAISED y'9/s A. gEP� SHEET Aggregate base N0' PCC CROSSWALK DETAIL SECTION A—A CONCRETE PAVEMENT DETAILS 2B-7 Nam. comp. thkn. — 12" NTS EXPIRES: 12/31/15 46V-129 0.13 � Oo � 0 Oo � SECTION A — A n Galvanized 4" 0 o standard pipe. Galvanized base plate (ASTM A53, SCH. 40) 3/" x 11 %2 x 11 %2" w/ (4) 3/4" 0 galy anchors embed 8" into impact slab w/ 3/8 approved epoxy. Epoxy to be approved + for use in cracked and un—cracked concrete by ICC and any other code authority. Q:) 1" f non shrink grout Note: Refer to sheets SG and SG-2 for a v New sidewalk locations a a d a " A a . A d 4 a d 4 d d d d 4 4 O � 4' Q . d 4 Q 4 d d. d +] Q•. 4 1 G d 4.' a A 4 Firm undisturbed Existing reinforced soil materials (typ.) impact slab PEDESTRIAN POLE BASE DETAIL RECORD D RAW I N C_ NTS 771r-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��Q,�D PROFFs ENGINEERS•PLANNERS•L02ph.. 03 ARCHITECTS• SURVEYORS 205 SH Spokane Street Sure 200 Po�HanA,OR 97202 phone-503 2211131 iviviv,hhpccom fax:503121.1171 �� GINE s�0 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 19,138 �� MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR DRAFTED BY: HHPR y9�S A B�P� SHEET NO. EXPIRES: 12/31/15 PEDESTRIAN FLASHER BASE SUPPORT DETAIL 213_8 46V-129 LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST-) NOTES: 12'IN WIDTH 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET CONFORM TO THE REQUIREMENTS OF ASTM C-433. s W MIN.BETMEN 2.AL MANHOLE SECTIONS SHALL CONFORM FLAT TOP KNOCKOUTS TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) • MANHOLE, DRAWING NO. 010. • V 3.STEPS REQUIRED ON FLAT TOP MANHOLES ~ DEEPER THAN 48". 84'DIA. MAXIMUM 27'FROM � "e ':d �. ANDARD FRAME AND COVER OR TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. TO TOP OF CASTING STD.DRAVANG NO.110-SA/ST m — OR NO.120 SET FRAME IN NON-SHRINK GROUT 48' NOTES: ••� t GRADE RINGS(2'•4'•OR 8') 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE MAXIMUM 12'SET IN RUBBER GASKET REQUIREMENTS OF ASTM C-478. NON-SHRINK GROUT 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY RUBBER GASKET FLAT TOP STRENGTH OF 3000 P.S.I. AND SLUMP OF 2'TO 4'. a REINFORCEMENT 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS r STANDARD ECCENTRIC OR SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED 38 CONE STANDARD MANHOLE FLAT TOP EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. 58'DIA. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. REINFORCEMENT 5. PIPE CONNECTIONS OF 24"OR GREATER SHALL REQUIRE A MANHOLE AND CHANNEL DETAIL. B. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL a MANHOLE STEPS SEE #6 BAR AROUND OUTSIDE OF OPENING REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO.100 #6 DIAGONALS BOTH SIDES OF OPENING 7. PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED) A MANHOLE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE V-4') #6 6" O.C. BOTH WAYS ON THE INSIDE FACE OF THE MANHOLE. z B. BREAKOUT OF WALL FOR PIPE SHALL BE 2"MINIMUM AND i 4"MAXIMUM CLEAR OF PIPE WALL. r • 25' 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" z FOR SANITARY CONNECTION AND 48" FOR STORM CONNECTION. 5'MINIMUM 48• q 10.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND <<� COVER SHALL BE USED IN ALL EASEMENT AND OFF i STREET AREAS. i 48'MIN. z z r° MINIMUM 12'LEDGE z J 1'/FT.�SLOPE TYP. , 2"MIN.FROM TOP OF J. PIPE TO MANHOLE ' ;sE:cTION PIPE v e;' . O.D. -er::'•;-i:•:.; ..�.0•. .>•8'MINIMUM CONCRETE SMOOTH FINISH CHANNEL TO -.•• . .,. . 3/4 VERTICAL HEIGHT OF PIPE :.I•' ``.:: 'o_.'%r:.'��;,• 12'MINIMUM OF W-O'COMPACTED � '72 MINIMUM „�•i..= . BASE MATERIAL STANDARD MANHOLE ��'r� FLAT TOP MANHOLE Ckan%te;m Services DRAWING NO. 010 REVISED 02-03 Out commitmeatisclear. DRAWING NO. 050 REVISED 02-03 Our commitmeotisclear. RECORD DRAWW 111-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFsS NEERS•PLANNERS•L02ph.. 03 ARCHITECTS• SURVEYORS G C, I NE��/� MAINS ST: OR99WP- RAIL CORRIDOR (TIGARD) s 19,138 MAIN STREET k AS-BU I L IS PREPARED BY WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI O ✓G�) 15 �go,1 DESIGNED BY: HHPR DRAFTED BY: HHPR y9�s A B�P` SHEET NO. DETAILS 213_9 EXPIRES: 12/31/15 46V-129 MANHOLE LID B SEE STANDARD DRAWING NO. 320 FOR 4tN AS APPROVED FACEOF FRAME AND COVER. 33"� .J' e• •; PAVING le PER R.SLOPE a NUUL '6 FACE OF CURB A ° e A 1BACK OF CURB — A . 3" WEEP HOLEd FACECONTRACTIONGUTTJOINTS ° 1/2" PRE MOLDED 3. EXPANSION JOINT ' I ' J � e A FILLER (TYP.) SECTION A—A BOTTOM FACE OF GUTTER PLAN VIEW RECESSED CURB INLETS PLAN VIEW TO BE REINFORCED CONCRETE INSTALLED IN NORMAL GUTTER 4" MIN. CURB INLET OPENING ACCORDANCE WITH FLOW LINE TOP-FACE OF CURB BCURB TOP OF DRAWING NO. 310 TOP-FACE OF GUTTER PAVEMENT BOTTOM-FACE OF GUTTER •e1 •..° ° d ° e N ° °• 'd O BACK—BOTTOM OF CURB 3" WEEP HOLES •A < O iR 3"WEEP HOLE < az -4 's I 21 0 18" I I MAX MAX d p _a . s ° 36„ 6"FOR POURED IN a w PLACE ro� +° f N :° 5"NTH ��n ;16' °• FOR PRECAST REINFORCEMENT .'A a 30" � 1 1/2" 6" FRONT VIEW PERSPECTIVE VIEW SHOWING 26• z7" DEPRESSED GUTTER AT CURB INLET SECTION A—A SECTION B—B NOTES: NOTES: 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN 48".SEE STANDARD HOT-DIPPED GALVANIZED AFTER FABRICATION. DRAWING N0. 100. SET FIRST STEP 12"FROM TOP OF GRATE. 3. INSTALL STRUCTURE ON MINIMUM 8" 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 4. REINFORCEMENT FOR PRE CAST CATCH BAA Na'-0"COMPACTED BASE MATERIAL.SIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE AND A SLUMP OF 2" TO 4". MEETING ASTM A-497. 3. INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO FLOW LINE OF PIPE IS GREATER THAN 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2'TO 4". 46", SEE STD. DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE AND ALIGN WITH 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED, ALL OTHER APPLICATIONS REQUIRE AN 18"SUMP LID OPENING. BELOW LOWEST PIPE INVERT. 4. INSTALL STRUCTURE ON MINIMUM OF 8" OF 31," TO 0" COMPACTED BASE MATERIAL. 7. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. 5. 72" MAXIMUM ALLOWED WITH DISTRICT OR CITY APPROVAL, TO AVOID CONFLICTS WITH EXISTING GUTTER & CURB UTILITIES. INLET CATCH BASIN CleanWaON Services DRAWING NO. 300 (CG-2) REVISED 12-06 Our commitment is clear' INLET CATCH BASIN (CG-30) C1ean%� O\Services DRAWING NO. 330 REVISED 05-07 Our commitment is clear. RECORD DRAWINr 1fr-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. FIROF�Cs E NEERS•PLAN NERS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SESE S Spokane StreeS Stile 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 s 19138 �/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) ' r MAIN STREET AS-BUILTS PREPARED BY WASHINGTON COUNTY OREGON APPROVED BY: BRA/Ad DESIGNED BY: HHPR DRAFTED BY: HHPR y9�s A B�Y` SHEET NO. DETAILS 2B-10 EXPIRES: 12/31/15 4"0 OPENING PERMANENT 46V-129 SEE STD.DRAWING NO.370 B C ELEVATION kFOR TDP SECTION DETAILS ''' 5 1/4" a; rA OUTLET STUB 1 ae 1 (SEE N07ES 3&4) VARIES 10" 6' 2'-3 5/8"MAX. - 2'-3 5/8" n. rd n OVERLAP 5" 5" r°' WEIR WALL ➢ e 1 v: B B INLET SNB OUTLET STUB .. >,p ( E NOTES 3 ) � (OPTIONAL) 2• &4 a..v. .... i i (SEE NOTES 3&4) ~INSIDE A / 2"0 OUTLET PIPE SECTION B-B PLAN W SCUM BAFFLE a' '.' (TYP) �2-0 1/2"� FROM UNDERDRAIN _ OUTSIDE MAXIMUM 27"FROM TOP OF FIRST ' STEP TO TOP OF UD. SLOPE TO MATCH SIDEWALK ° 6. /Vf CW ff #S T TVW '—CMSECRON B PAVED ROAD SURFACE SEE SIU . , DRAWING NO.100 4 FOR S1EPS ' WEEP HOLE 8" LIFTING EYE y4• 6'FOR POURED IN PLACE REINFORCING BARS (TYP OF 4) 2 8"WD1i REINFORCEMENT FOR PRE CAST INLET STUB (SEE NOTE 6) p o (OPTIONAL) (SEE NOTES 3&4) PIPE SIZES NOTES` VARIABLE 1.PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE /�/�// �, 7) 09E 'may WITH ASTM C-478. `�`NM•F � /r� �� Wm 3-MIN._V' 2. ON-UMP CHANNELED. PERMANENT MANHOLE SHALL BEb. PERMANENT 3.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY 3'-9" POOL ELEVATION .d STRENGTH OF 3000 PSI.AND A SLUMP OF 2"TO 4" 4"0 "': 18 I a INLET GRATE OPENING ACCESS COVER 2 1 2" SUMP jL / } 10"MINIMUM OF W TO 0-COMPACTED BASE MATERIAL CARTRIDGE 6" SUPPORT (TYP) SECTION A—A T— 1 CURB INLET MANHOLE � CONCRETE COLLAR ©eanWater services OUTLET STUB (SEE NOTE 5) COAKMV WLET TYPE 1 CAR7WQE - SECTM C (CG-48 M.H.) 0a�om�tOeDt 1i X1.4 (SEE NOTES 3&4) DRAWING NO. 350 RFvisEo os-m � FIL TER CARTRIDGE(TYP) CLEANOUT ACCESS (SEE NOTE 1) GENERAL NOTES PLUG ON WEIR WALL 1. FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. UNDERDRAIN Z STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. MANIFOLD J. FILTER REWIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 2'-4" I 2' 4. FILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING STANDARD OUTLET INSIDE T INSIDE STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING / 4'-4 314" FLEXIBLE COUPLING BY CONTRACTOR. 5. FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY(2)/4 REINFORCING BARS TO BE PROVIDED BY OUTSIDE CONTRACTOR. QWCRE7E MILET. TYPE 1—CAR7RE)GE — SEC710M A 6. ALL FILTERS REWIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. Main Street Sta: 33+84.95, 24.0' Rt Main Street Sta: 33+84.95, 15.33' Lt FILTER CATCHBASIN DATA FILTER CATCHBASIN DATA INLET GRATE—\ AccEss COVER WATER QUALITY FLOW RATE cfs 0.032 WATER QUALITY FLOW RATE cfs 0.022 ° ° ° °' RECORD DRAV\/II\IC, PEAK FLOW RATE <1 cfs O.120 PEAK FLOW RATE <i cfs 4 0.09 d : RETURN PERIOD OF PEAK FLOW s 25 RETURN PERIOD OF PEAK FLOW(yrs) 25 CARTRIDGE FLOW RATE 15 OR 7.5 m 1 5 CARTRIDGE FLOW RATE 15 OR 7.5 m 1 5 MEDIA TYPE CSF, PERLITE, ZPG PERLITE MEDIA TYPE CSF, PERLITE, ZPG PERLITE 77[1-- OREGON DEPARTMENT OF TRANSPORTATION RIM ELEVATION 158.63 RIM ELEVATION 158.82 d PIPE DATA: 1.E. DIAMETER PIPE DATA: 1.E. DIAMETER 2'-4" �p PROF Harper Houf Peterson Righellis Inc. INLET STUB N/A N/A INLET STUB N/A N/A INSIDE RIM AENGIReeRS-PITARReRS-LANDSCAPE ARCHITECTS.SURVEYORS OUTLET STUB 156.33 10' OUTLET STUB 156.52 IO" r 205 SESp.kAeSU-.S,Da 200PonIBAaORnrz02yn.-50a221.1131.�•.hp—f.:503.221.un ° m', c CONFIGURATION CONFIGURATION J C,< I N E OUTLET OUTLET OUTLET OUTLET G �i MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � w 19138 � y 1:171 Ec C ISI � MAIN STREET INLET INLET INLET INLET d" O WASHINGTON COUNTY SLOPED LID NO SLOPEDNO 1 AS-BUILTS PR SOLID COVER NO SOLID COVER NO 2'-4STATION AND OFFSET LOCATION SHOWN ON" 2'-4" O OREGON APPROVED BY: BRA/AJI NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: INSIDE RIM INSIDE RIM THE PLANS FOR CATCH BASINS LEFT OF CIL. i 1 4'-8 3/4" � LAY 75 DESIGNED BY: HHPR OUTSIDE RIM O STATION AND OFFSET LOCATION SHOWN ON �. ,C� DRAFTED BY: HHPR THE PLANS FOR CATCH BASINS RIGHT OF CIL. S q B�P SHEET DETAILS 2B_ 11 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 �oX G��G 9� a ° / 0o Q P 9 .Q< s;. of ;.; � i.0 SW t w 9 g SQ ♦ °e SW MAIN STREET a •p. � 2jxoo a 2+00/ a1 \ 2 Refer to sheet • 28-23 for detailed iv ,� ss grading plan O .;. o ' RECORD DRAWING OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ��D PR�FFSES E NEERS•PLANNERS-LANDSCAPE ARCHITECTS• SURVEYORS I1r11E /� MAINS ST OR99 1.1171 eWRAILCORRIDOR Po ZoZDOR TIGARDZZ N 19,138 ° • r MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR 0 10 2015' DRAFTED BY: HHPR y9�s A B�P SHEET SCALE: 1"= 20� A N0. SPOT GRADE PLAN 2B-12 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations 001 20+33.39 29.81' Rt. 165.43 EG TC a21 21+09.24 27.45' Rt. 163.24 EG a41 21+68.11 48.00' Lt. 160.73 TC 164.84 EG G 160.40 BC 002 20+42.29 23.79' Rt. 164.97 TC a22 21+06.08 21.23' Rt. 162.87 EG a42 22+19.15 48.00' Lt. 158.75 TC 164.47 G 158.42 BC 164.34 TC 161.78 TC 156.93 TC a03 20+46.54 21.50' Rt. 164.34 G a23 21+32.65 20.00' Rt. 161 28 G a43 22+58.61 41.83' Lt. 156.43 G 164.08 TC 160.41 TC 156.34 TC a04 20+53.94 18.31' Rt. 164.08 G a24 21+62.16 20.00' Rt. 159.91 G a44 22+64.62 41.82' Lt. 156.26 G a05 20+58.83 16.69' Rt. 164.44 TC a25 21+91.67 20.00' Rt. 158.98 TC a45 22+58.85 44.92' Lt. 156.98 163.94 G 158.48 G a06 20+48.35 25.62' Rt. 164.57 a26 22+21.18 20.00' Rt. 157.60 TC a46 22+64.87 44.90' Lt. 156.56 157.10 G a07 20+55.70 22.45' Rt. 164.41 a27 22+31.66 14.93' Rt. 157.46 TC a47 22+59.33 50.93' Lt. 157.10 156.96 G a08 20+50.33 30.21' Rt. 164.67 a28 22+37.99 12.00' Rt. 157.23 TC a48 22+65.34 50.89' Lt. 156.68 156.73 G 009 20+57.68 27.04' Rt. 164.51 a29 20+66.94 48.82' Lt. 163.68 TC a49 22+19.15 41.00' Lt. 158.29 TC 163.18 G 157.79 BC 010 20+60.97 27.43' Rt. 164.52 EG o30 20+71.61 44.07' Lt. 162.90 TC 162.90 G all 20+76.68 13.74' Rt. 164.03 TC 031 20+75.34 42.17' Lt. 162.82 TC 163.53 G 162.82 G 012 20+90.79 15.66' Rt. 163.41 TC a32 20+84.96 41.00' Lt. 163.02 TC 162.91 G 162.52 G 013 20+96.65 18.24' Rt. 163.11 TC a33 20+73.03 48.18' Lt. 163.17 162.61 G a14 21+01.13 19.84' Rt. 162.93 TC 034 20+77.41 47.00' Lt. 163.09 162.43 G a15 21+03.14 20.00' Rt. 162'91 TC a35 20+74.82 54.01' Lt. 163.29 162.41 G 164.85 TC a36 21+26.54 41.00' Lt. 161.86 TC 016 20+62.93 22.83' Rt. 164.52 EG/BC 161.36 G 164.48 TC a37 21+68.11 41.00' Lt. 160.28 TC RECORD D RAW I N G a17 20+76.89 20.74' Rt. 164.15 BC 159.78 G a18 20+89.13 22.40' Rt. 163.86 TC 038 22+09.69 41.00' Lt. 158.64 TC 163.53 BC 158.14 G OREGON DEPARTMENT OF TRANSPORTATION 163.56 TC 157.25 TC Harper Houf Peterson Ri hellis Inc. 019 20+94.00 24.53' Rt. 039 22+47.95 41.31' Lt. ��Q PROF�cs g 163.23 BC 156.75 G ENGI NEERS•PLANNERS•LANDSCAPE RE ARCHITECTS• SURVEYORS 205 SC SNkane SN-L 511112 200 Portland,OR 97202,�l-503 2211131 ivi-Affi),-D,fax:503.221.1171 63.46 TC a20 21+00.32 26.77' Rt. 163.38 TC a40 20+84.96 48.00' Lt. 163. 3 BC �� fir' I NES s�0 163.05 BC tvV w 19,138 l MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET AS-BUILTS PREPARED BY) WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 26 EXPIRES: 12/31/15 REFER TO SHEET Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 2B-2. AOR DETAILED P TIGARD CYCLE DOUBLE J CACHE WE/ LI ACCUPUNCTURE GRADINir-ia4AN, AVE VES LABS VA 54N�T 12551 12549 12575 9 '•.• . 1 ex u a. N �P �a P i <• o . • s y. ° I i I I I GRADE - BREAK 1100 24+00 5+00 q GRADE BREAKIN A Ay I •e L lQ6'IQ %p y ..• •n• ATE 1 PRO DESIGN SOLUTIONS MAX'S BREW PUB I _ 12568 125 6 12562 a P REFER TO SHEET P 2B-25 FOR DETAILED BRIDGE GRADING PLAN • a 0 . <P RECORD DRAWI I :a a a OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. Q,�D PROF�C• • • � ENEERS-PLANNERS-LANDSCAPE ARCHITECTS• SURVEYS 205 SESpkn.S—LSi. 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 Orr ❑ ��w� 19,138 s/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAPLEWOOD DR r MAIN STREET (PRIVATE) 0 10 20 _ WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI SCALE: 1"= 20' • 1901 DESIGNED BY: HHPR 15 DRAFTED BY: HHPR y9�s A B�P SHEET A e 1 N0. SPOT GRADE PLAN 2B-14 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 DOUBLE J CACHE TIGARD CYCLE 12549 12551 ADJUST WA R BOX TO GRADE VACANT 12549 91 CONSTRUCT CONCRETE LANDING WITH h� 5 10' 6' 2—RAIL BOLT DOWN HANDRAIL PER ODOT _ STD. DWG. RD 120. f � o e c o 4 py .27 14 oMAX' a 0 MAX` op GONSTRU(;T CONCRETE LANDING WITHo a e ,,2—RAIL BOLT'DOWN.HAN)RAIL .PER-.ODOT o ST®. DWG. RD120. o a a Q v o0 4 0 Q by < v a CONSTRUCT CONCRETE STAIRWAY ONSTRUCT CONCRETE TAIRWAY SW MAIN STREET RECORD DRAWII\'r"-` 7711-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFsE N E E R S•PLANNERS-LANDSCAPE ARCHITECTS• SURVEYORS 205 SESE S Spokane StreeS Stile 200 PoRO-anQOOR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 s 19,138 ��/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET 0 5 10 WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI SCALE: 1"= 10' `�(��Y 15, 1�01 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 26—. EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations 155.77 TC 153.90 TC 152.77 EG 152.11 TC b01 22+84.56 40.24' Lt. 155.69 G b21 23+52.33 23.18' Lt. 153.90 G b41 24+12.85 39.50' Lt. b61 24+77.85 47.93' Lt. 152.90 b81 24+75.00 19.00' Rt. 151.61 G 156.01 TC 154.33 TC 151.63 TC b02 22+89.76 39.34' Lt. 155.51 G b22 23+57.90 21.44' Lt. 153.83 G b42 24+25.00 33.50' Lt. 152.59 b62 25+12.31 39.50' Lt. 152.17 EG b82 24+86.96 19.00' Rt. 151.55 G b03 22+84.81 43.32' Lt. 155.99 b23 23+48.81 30.69' Lt. 154.02 b43 24+25.00 44.54' Lt. 152.74 EG b63 23+85.47 19.00' Rt. 152.67 TC b83 23+82.98 10.50' Rt. 153.06 152.59 G b04 22+89.91 42.44' Lt. 156.06 b24 23+52.47 30.67' Lt. 153.98 b44 24+27.77 13.94' Lt. 153.02 TC b64 23+91.47 19.00' Rt. 152.95 TC b84 24+00.00 10.50' Rt. 152.63 152.52 G 152.45 G b05 22+85.28 49.31' Lt. 156.11 b25 23+41.99 39.75' Lt. 154.26 b45 24+31.39 19.00' Lt. 152.85 TC b65 23+85.47 23.00' Rt. 153.00 b85 24+25.00 10.50' Rt. 152.28 152.35 G b06 22+90.19 48.45' Lt. 156.18 b26 23+43.99 33.65' Lt. 154.12 b46 24+36.83 26.59' Lt. 152.52 TC b66 23+91.47 23.00' Rt. 153.03 b86 24+50.00 10.50' Rt. 152.11 152.02 G 155.40 TC 154.33 TC 152.37 TC 153.12 151.96 b07 23+08.07 35.47' Lt. 154.90 G b27 23+58.05 33.50' Lt. 154.00 BC b47 24+45.70 29.50' Lt. 151.87 G b67 23+85.47 29.00' Rt. b87 24+75.00 10.50' Rt. b08 23+13.05 34.28' Lt. 154.83 TC b28 23+76.45 33.50' Lt. 153.80 TC b48 24+45.70 33.50' Lt. 152.43 b68 23+91.47 29.00' Rt. 153.15 b88 24+50.00 10.50' Lt. 152.53 154.75 G 153.47 BC b09 23+08.66 38.48' Lt. 155.45 b29 23+76.45 39.50' Lt. 153.59 b49 24+45.66 44.58' Lt. 152.55 EG b69 24+11.86 19.00' Rt. 152.58 TC b89 24+75.00 10.50' Lt. 152.38 152.08 G 155.05 153.26 TC 152.19 TC 152.09 TC 154.08 b10 23+13.59 37.36' Lt. b30 23+94.85 33.50' Lt. 152.93 BC b50 24+75.00 29.50' Lt. 151.69 G b70 24+17.86 19.00' Rt. 152.01 G b90 23+48.84 33.51' Lt. b11 23+09.76 44.33' Lt. 155.57 b31 23+94.85 39.50' Lt. 153.05 EG b51 24+89.15 29.50' Lt. 152.07 TC b71 24+11.86 23.00' Rt. 152.65 b91 23+52.47 33.50' Lt. 154.04 151.57 G 155.17 154.07 TC 152.10 TC 152.38 152.18 EG TC b12 23+14.57 43.24' Lt. b32 23+78.59 13.01' Lt. 153.57 G b52 24+99.82 29.50' Lt. 151.60 G b72 24+17.86 23.00' Rt. b92 25+11.71 22.07' Rt. 151.66 EG 154.40 TC 153.84 TC 152.77 152.16 EG TC b13 23+29.82 29.90' Lt. 154.32 G b33 23+82.98 12.00' Lt. 153.34 G b53 24+64.20 51.03' Lt. 152.70 b73 24+11.86 29.00' Rt. b93 25+20.42 32.10' Lt. 151.67 EG b14 23+34.92 28.45' Lt. 154.70 TC b34 23+86.98 12.00' Lt. 153.77 TC b54 24+82.00 46.98' Lt. 152.44 b74 24+17.86 29.00' Rt. 152.50 b94 24+63.08 46.24' Lt, 152.54 154.20 G 153.27 G 154.60 153.16 TC 152.29 151.91 TC 152.80 TS b15 23+30.29 34.70' Lt. b35 23+94.85 12.00' Lt. 153.08 G b55 24+82.00 39.66' Lt. b75 24+37.86 19.00' Rt. 151.83 G b95 24+71.88 44.23' Lt. 152.43 BS 154.40 152.85 TC 152.90 TS 152.29 TC 152.80 TS b 16 23+35.34 34.24' L t. b36 24+12.85 12.00' Lt. 152 77 G b56 24+92.00 39.6 7' Lt. 152.35 BS b76 24+43.86 19.00' Rt. 151 79 G b96 24+76.76 43.12' Lt. 152.40 BS b17 23+30.86 40.66' Lt. 154.72 b37 24+20.73 12.00' Lt. 153.17 TC b57 24+92.00 44.71' Lt. 153.00 b77 24+37.86 23.00' Rt. 152.20 RECORD D RAW I N G 152.67 G b18 23+35.74 40.22' Lt. 154.52 b38 23+94.85 16.00' Lt. 153.78 TC b58 24+98.00 39.67' Lt. 152.90 TS b78 24+43.86 23.00' Rt. 152.36 771rOREGON DEPARTMENT OF TRANSPORTATION 153.45 BC 152.40 BS b19 23+43.65 25.85' Lt. 154.54 TC b39 24+12.85 16.00' Lt. 153.14 b59 24+98.00 44.65' Lt. 153.00 b79 24+37.86 29.00' Rt. 152.32 Harper Houf Peterson Righellis Inc. ��D PROFFs 205 SE L P N N E R S•7202 plLANDSCAPE03 ARCHITECTS• SURVEYORS 154.04 G ENGINEERS• �t ^ i1e 200 PortlnnA,OR 9]202 plioue:5032211131 ivivivAffipccom fax 101.221.9979 153.96 TC 152.65 152.48 (V b20 23+48.63 24.31' Lt. b40 24+12.85 33.50' Lt. b60 24+72.98 49.03' Lt. 152.90 b80 24+43.86 29.00' Rt. �' I NE �O 153.96 G tvV' w� 19,138 �� MAIN ST. OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �& Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 26 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 TIGARD CLEANERS 12519 KEPLERS __4(10MaU.VQ_QB(V.E:T AIN _ UPHOLSTERY r'' IfL1�RS 12537 -INSURANCE-—-- 12533 PER12525 5 EAT 2 12511 - L2 ;�� a o. ° v e. K •St H. 1] l `+t v 9 v �C 3 1 -- ��-=fir ----- � ------------------- �' � � 1 GRADE r a•:: BREAK REFER TO SHEET 26+ fl 27+00 SW MAIN STREET 28+00 2B_27 FOR DETAILED — _ I — — + GRADING PLAN GRADE GRADE BREAK B ooq:o° G ".7 V, ?Na p•. 11 a 'I 0 -N• v1,• • .. - •9.: r. ^may a 0 A—BOY ° ❑ 12550 (D DELETE TREE WELL AND GRATE. REFER TO SHEET CONSTRUCT CONCRETE SIDEWALK TIGARD CLEANERS POWELL PAINT CENTER 2B-25 FOR DETAILED O CONSTRUCT CONCRETE LANDING 12519 KEPLERS 12540 BRIDGE GRADING PLAN WITH STEP. PAINT FACE AND TOP UPHOLSTERY (6" WIDE) OF STEP YELLOW. 2 12511 O3 CONSTRUCT CONCRETE RAMP WITH 6' 6' 8' RECORD D RAW I N G 2—RAIL BOLT DOWN HANDRAIL PER ODOT STD. DWG. RD770. HANDRAIL OREGON DEPARTMENT OF TRANSPORTATION TO BE PLACED PER DETAIL ON THIS SHEET. b 5 Harper Houf Peterson Righellis Inc.YOR -°,•. • .'b � °• T ENGINEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVES 4' 1) . • 1 .M' s ° �t(��p PROFF / 205 SE Spokane S—L,Stile 200 P.Rd-d,OR 97202 phone: www 503.221.1131 hhp,c f.:503.221.1171 C V 8s V �i\• 19,138 ��/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) lK WKMAIN STREET 0 0 20 Z - WASHINGTON COUNTY 0 0 3 1 =� z OREGON APPROVED BY: BRA/AJI SCALE: 1"= 20' Q `�(��Y 15, 1�0�1 DESIGNED BY: HHPR °° RAMP 1 DRAFTED BY: HHPR ti9is A B�P� SHEET HANDRAIL PLACEMENT DETAIL N0 SPOT GRADE PLAN NOT TO SCALE RES: 12/31/15 EXPI2B-16 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations C01 26+11.43 12.00' Lt. 151.78 TC c25 27+44.63 16.50' Lt. 151.47 TC c49 26+11.42 30.05' Rt. 151.62 EG c73 27+29.76 35.11' Rt. 150.86 EG c97 28+50.00 10.50' Lt. 151.68 151.28 G 151.14 BC 151.77 TC 151.66 TC 151.72 TC 151.18 151.63 c02 26+25.00 12.00' Lt. 151.27 G c26 27+32.63 33.50' Lt. 151.33 BC c50 26+25.00 12.00' Rt. 151.22 G c74 27+59.33 23.00' Rt. c98 28+50.00 10.50' Rt. c03 26+50.00 12.00' Lt. 151.71 TC c27 27+32.63 39.98' Lt. 151.46 EG c51 26+39.85 12.00' Rt. 151.69 TC c75 27+59.33 30.00' Rt. 151.11 EG c99 28+50.00 33.50' Lt. 151.71 151.21 G 151.19 G 151.92 TC 151.70 TC 151.52 TC 151.14 EG 151.79 EG c04 26+11.43 33.50' Lt. 151.59 BC c28 27+44.63 33.50' Lt. 151.47 BC c52 26+46.79 14.80' Rt. 151.02 G c76 27+59.26 35.00' Rt. c100 28+50.00 41.85' Lt. c05 26+11.44 40.03' Lt. 151.72 EG c29 27+44.63 39.95' Lt. 151.60 EG c53 26+57.20 19.00' Rt. 151.35 TC c77 27+66.47 23.00' Rt. 151.34 TC c101 28+05.62 40.81' Lt. 152.06 150.85 G 151.01 BC 151.84 TC 151.51 TC 151.75 TC 151.15 EG 151.96 TS c06 26+25.00 33.50' Lt. 151.51 BC c30 27+59.42 12.00' Lt. 151.01 G c54 26+25.00 23.00' Rt. 151.42 BC c78 27+66.47 30.00' Rt. c102 28+05.62 35.81' Lt. 151.40 BS 151.64 EG 151.36 TC 151.67 EG 151.64 TC 151.96 TS c07 26+25.00 40.02' Lt. c31 27+68.96 19.00' Lt. 150.86 G c55 26+25.00 35.37' Rt. c79 28+00.00 12.00' Rt. 151.14 G c103 28+11.62 35.81' Lt. 151.44 BS 151.81 TC 151.23 TC 151.72 TC 151.74 TC 152.06 TS c08 26+50.00 33.50' Lt. 151.48 BC c32 27+74.40 26.59' Lt. 150.73 G c56 26+55.66 23.00' Rt. 151.39 BC c80 28+25.74 12.00' Rt. 151.24 G c104 28+11.65 40.95' Lt. 151.54 BS 151.61 EG 151.16 TC 151.54 EG 151.78 TC 151.70 TC c09 26+50.01 39.99' Lt. c33 27+83.27 29.50' Lt. 150.66 G c57 26+55.66 35.37' Rt. c81 28+32.68 14.80' Rt. 151.28 G c105 26+14.57 12.00' Rt. 151.20 G 151.57 TC 151.24 TC 151.22 TC 151.70 TC 151.76 TC C10 26+81.02 12.00' Lt. 151.07 G c34 27+97.62 29.50' Lt. 150.74 G c58 26+84.12 19.00' Rt. 150.72 G c82 28+43.09 19.00' Rt. 151.20 G c106 26+14.57 12.00' Lt. 151.26 G 151.13 TC 151.43 TC 151.35 TC 151.77 TC 151.45 TC C11 26+86.35 12.00' Lt. 151.05 G c35 28+25.00 29.50' Lt. 150.93 G c59 26+94.53 14.80' Rt. 150.85 G c83 28+50.00 19.00' Rt. 151.27 G c107 27+25.39 12.00' Lt. 150.95 G 151.07 TC 151.67 TC 151.45 TC 151.41 TC 151.14 TC c12 27+06.35 12.00' Lt. 150.99 G c36 28+50.00 29.50' Lt. 151.17 G c60 27+01.47 12.00' Rt. 150.95 G c84 28+00.00 23.00' Rt. 151.08 BC c108 27+81.79 29.43' Lt. 150.64 G 151.48 TC 151.74 TC 151.60 TC 151.22 EG 151.68 TC c13 27+11.69 12.00' Lt. 150.98 G c37 27+83.27 33.50' Lt. 151.41 BC c61 26+85.66 23.00' Rt. 151.27 BC c85 28+00.00 30.00' Rt. c109 28+41.52 18.92' Rt. 151.18 G 04 26+86.35 16.50' Lt. 151.50 TC c38 27+83.28 39.95' Lt. 151.53 EG c62 26+85.67 35.36' Rt. 151.45 EG c86 28+25.00 23.00' Rt. 151.62 TC c110 27+97.62 35.83' Lt. 151.35 151.17 BC 151.29 BC 151.42 TC 151.20 TC 151.40 TC 151.43 EG 151.41 c15 27+06.35 16.50' Lt. 151.09 BC c39 27+91.32 29.50' Lt. 150.70 BC c63 27+22.47 12.00' Rt. 150.90 G c87 28+25.00 30.00' Rt. c111 27+91.32 40.48' Lt. 151.67 TC 151.45 151.00 TC 151.91 TC c16 26+86.35 33.50' Lt. 151.34 BC c40 27+97.62 40.62' Lt. c64 27+29.82 12.00' Rt. 150.92 G c88 28+43.09 23.00' Rt. 151.58 BC 07 26+86.35 40.04' Lt. 151.47 EG c41 28+25.00 33.50' Lt. 151.50 c65 27+59.33 12.00' Rt. 151.02 TC c89 28+43.09 30.00' Rt. 151.65 EG 150.94 G RECORD D RAW 08 27+06.35 33.50' Lt. 151'48 TC c42 28+25.00 41.26' Lt. 151.65 c66 27+66.47 12.00' Rt. 151.46 TC c90 28+50.00 23.00' Rt. 151.68 151.15 BC 150.96 G 771r-- OREGON DEPARTMENT OF TRANSPORTATION c19 27+06.35 40.02' Lt. 151.28 EG c43 25+97.75 12.70' Rt. 151'81 TC c67 27+29.82 16.50' Rt. 151'17 c91 28+50.00 30.00' Rt. 151.75 EG 151.31 G Harper Houf Peterson Righellis Inc. C- D PROF E N G I N E E R S.P L A N N E R S.LANDSCAPE ARCHITECTS. SURVEYORS c20 27+27.29 12.00' Lt. 151.47 TC c44 26+01.43 12.00' Rt. 151.27 G c68 27+59.33 16.50' Rt. 151.21 c92 26+57.20 10.50' Rt. 151'21 �� L� 205 SESNk,,,,,S-LS IV 20 P,,tl,,,,d.OR 97202 Ri,o��e o3221,1131��w,R�.�o�,�faxa0a.»1.1m 150.97 G 151.27 G �5'`<Ci GIN ss�O 151.05 TC 151.72 TC 151.28 TC 151.09 G �,� E�' 2 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c21 27+32.63 12.00' Lt. c45 26+11.43 12.00' Rt. c69 27+22.47 23.00' Rt. c93 26+84.12 10.50' Rt. 19,138 �' y 150.97 G 151.22 G 150.95 BC MAIN STREET WASHINGTON COUNTY 151.06 TC 151.60 151.09 EG 151.18 - c22 27+44.63 12.00' Lt. 150.98 G c46 26+01.43 16.50' Rt. c70 27+22.47 30.00' Rt. c94 27+83.27 10.50' Lt. OREGON APPROVED BY: BRA/AJI 151.49 TC 151.88 TC 151.07 151.28 ✓G�Y 15 1°��'� .� DESIGNED BY: HHPR c23 27+49.96 12.00' Lt. c47 26+11.43 16.50' Rt. c71 27+29.82 23.00' Rt. c95 28+00.00 10.50' Lt. y DRAFTED BY: HHPR 150.99 G 151.55 BC 9/S, A BEP SHEET NO. c24 27+32.63 16.50' Lt. 151.43 TC c48 26+11.43 23.00' Rt. 151.81 TC c72 27+29.82 30.00' Rt. 151.00 EG c96 28+25.00 10.50' Lt. 151.45 SPOT GRADE PLAN 151.10 BC 151.48 BC EXPIRES: 12/31/15 2B-17 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 TYLER'S AUTOMOTIVE KISS CAR WASH 0 INSURANCE 12485 12475 12501 6 '� 7 97 a ' wt, WK WIC 94C ®. .. ... . . . �. a .. .. .. .. r• ... .. a ..� .' .. .. .. ..a . .�r GRADE a� BREAK 6' _ 29+00 30 .gip SW MAIN STREET a •};: 31+00 E3 1 'o, O l GRADE 0 BREAK Ss a a. a • y a.. . . .. ... . d O LIQUOR STOR� al a z w a LAB 33 COMPUTER POWELL PAINT 1249012460 12460 SKILLS PLUS CEN 125408 TUALATIN VALLEY GLASS N 12448 12500 I� V. N a RECORD DRAWING 1fr-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��Q,�D PROF�CsE NEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SESE S Spokane StreeS Stile 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 �5 Sso 0 10 20 IN�G w� 19,138 �-P MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) SCALE: 1•= 20' r MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR DRAFTED BY: HHPR y9�s A B�P SHEET A N0. SPOT GRADE PLAN 2B-18 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations 152.06 TC 153.10 EG 155.80 TC 152.18 TC dl 28+75.00 19.00' Rt. 151.56 G d21 29+27.74 32.98' Rt. d41 30+66.28 34.11' Rt. 155.80 G d61 28+87.85 26.59' Lt. 151.68 G 152.39 TC 153.14 EG 155.90 TC 152.51 TC d2 29+00.00 19.00' Rt. 151.89 G d22 29+31.54 32.87' Rt. d42 30+67.67 29.94' Rt. 155.90 G d62 28+93.29 19.00' Lt. 152.01 G 152.11 153.23 TC 156.56 TC 152.70 TC d3 28+75.00 23.00' Rt. d23 29+50.00 19.00' Rt. 152.73 G d43 30+71.50 23.31' Rt. 156.06 G d63 29+00.36 12.31' Lt. 152.20 G d4 28+75.00 30.00' Rt. 152.18 EG d24 29+55.09 19.00' Rt. 153.33 TC d44 30+74.37 36.81' Rt. 156.26 EG d64 29+09.77 14.80' Lt. 152.85 TC 152.83 G 152.35 G d5 29+00.00 23.00' Rt. 152.47 d25 29+63.23 16.60' Rt. 153.64 TC d45 30+75.82 33.11' Rt. 156.21 EG d67 28+95.41 33.50' Lt. 152.16 153.14 G d6 29+00.00 30.00' Rt. 152.61 EG d26 29+68.65 15.00' Rt. 153.80 TC d46 30+82.85 35.29' Rt. 156.35 EG d68 28+95.41 40.07' Lt. 152.24 EG 153.30 G d7 29+09.09 19.00' Rt. 152.53 TC d27 29+75.00 15.00' Rt. 153.92 TC d47 30+80.87 24.39' Rt. 156.30 d69 28+95.34 42.85' Lt. 152.24 EG 152.03 G 153.42 G d8 29+15.09 19.00' Rt. 152.21 TC d28 29+50.00 23.00' Rt. 153.48 d48 30+81.24 15.16' Rt. 156.41 TC d70 29+07.31 33.50' Lt. 152.35 152.13 G 155.91 G d9 29+27.09 19.00' Rt. 152.40 TC d29 29+50.00 30.00' Rt. 153.62 EG d49 30+91.64 12.12' Rt. 156.25 TC d71 29+07.34 40.04' Lt. 152.47 EG 152.32 G 155.75 EG 152.92 TC 153.96 156.19 TC 152.83 TC d10 29+33.09 19.00' Rt. 152.42 G d30 29+75.00 23.00' Rt. d50 30+98.24 13.94' Rt. 155.69 G d72 29+17.44 18.75' Lt. 152.33 G dll 29+09.09 23.00' Rt. 152.64 d31 29+75.00 30.00' Rt. 154.03 d51 31+07.34 16.81' Rt. 156.13 TC d73 29+23.34 19.00' Lt. 152.50 TC 155.63 G 152.42 G 152.50 154.31 TC 156.36 TC 152.92 TC d12 29+15.09 23.00' Rt. d32 29+95.33 15.00' Rt. 153.81 G d52 31+25.07 16.55' Rt. 155.86 G d74 29+47.34 19.00' Lt. 152.84 G d13 29+27.09 23.00' Rt. 152.69 d33 30+00.96 15.38' Rt. 153.88 TC d53 31+25.10 23.29' Rt. 156.42 d75 29+53.34 19.00' Lt. 152.46 TC 153.88 EG G 152.96 G d14 29+33.09 23.00' Rt. 153'11 d34 30+06.85 17.71' Rt. 154.02 EG TC d54 31+50.00 16.80' Rt. 156.60 TC d76 29+23.34 23.00' Lt. 152.57 154.02 EG G 156.10 G d15 29+09.09 30.00' Rt. 152.80 EG d35 30+00.87 22.77' Rt. 154.48 EG d55 31+44.73 25.02' Rt. 157.19 TS d77 29+47.34 23.00' Lt. 152.99 156.68 BS 0`16 29+15.09 30.00' Rt. 152.64 d36 30+04.41 27.60' Rt. 154.64 EG d56 31+46.76 22.73' Rt. 157.15 TS d78 29+13.32 39.52' Lt. 152.61 EG 156.65 BS RECORD D RAW I N G 152.83 154.81 EG TC 157.16 TS 152.82 TC d17 29+27.09 30.00' Rt. d37 30+15.02 24.74' Rt. 154.32 EGG d57 31+52.26 22.86' Rt. 156.74 BS d79 29+17.34 33.50' Lt. 152.49 BC 153.25 EG 154.50 EG TC 152.61 EG 771r-- OREGON DEPARTMENT OF TRANSPORTATION d18 29+33.09 30.00' Rt. d38 30+18.77 29.36' Rt. 154.50 EGG d58 31+57.31 23.07' Rt. 156.80 d80 29+17.34 39.50' Lt. Harper Houf Peterson Righellis Inc. CUP- d19 29+15.09 33.00' Rt. 152.72 EG d39 30+21.57 35.73' Rt. 154.64 EG G55.08 EG G d59 28+75.00 29.50' Lt. 151.46 G d81 29+23.34 33.5051.96 TC ' Lt. 152.68 �� PR�/�F �o5SESNkfl,,,SN-S„20eot�n,aOR970lLANDSCAPE03 �1�31I��-Affip,�-D,fa,5o,22�1 152.87 EG 156.08 EG TC 152.00 TC 152.80 G �G I NES �y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) d20 29+27.09 32.98' Rt. d40 30+65.30 41.80' Rt. 155.64 EG G d60 28+78.98 29.50' Lt. 151.50 G d82 29+23.34 39.50' Lt. tv w 19,138 �P y MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 2B_ 9 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations d83 29+47.34 33.50' Lt. 153.20 d103 30+57.13 19.01' Lt. 155.29 TC d123 30+93.29 24.76' Lt. 155.42 d143 31+49.66 29.66' Rt. 157.26 154.79 G d84 29+47.34 39.50' Lt. 153.32 d104 30+22.41 23.00' Lt. 154.37 d124 31+19.63 25.41' Lt. 155.69 d144 31+52.16 26.86' Rt. 157.24 d85 29+53.34 25.00' Lt. 153.73 TC d105 30+51.13 23.00' Lt. 154.87 d125 30+92.87 34.76' Lt. 155.52 d145 31+57.12 27.06' Rt. 156.88 153.40 BC d86 29+53.34 33.50' Lt. 153.59 TC d106 30+22.41 33.50' Lt. 154.27 d126 30+92.61 40.75' Lt. 155.64 d146 29+88.75 15.00' Rt. 154.20 TC 153.26 BC 153.70 BC d87 29+53.34 39.50' Lt. 153.38 d107 30+22.41 39.50' Lt. 154.33 d127 31+19.52 35.41' Lt. 155.79 d147 29+88.75 23.00' Rt. 154.05 d88 29+75.00 19.00' Lt. 153.80 TC d108 30+51.13 33.50' Lt. 154.66 d128 31+19.45 41.41' Lt. 155.91 d148 29+88.75 30.00' Rt. 154.09 EG 153.30 G d89 29+75.00 25.00' Lt. 154.08 TC d109 30+51.13 39.50' Lt. 154'72 d129 31+25.80 27.45' Lt. 156.34 TC d149 31+03.69 23.96' Rt. 156.19 EG 153.75 BC 156.01 BC 153.99 TC 154.87 TC 156.25 TC 156.19 d90 29+75.00 33.50' Lt. 153.66 BC d110 30+63.14 19.16' Lt. 154.87 G d130 31+25.77 35.45' Lt. 155.92 BC d150 30+99.76 24.09' Rt. d91 29+75.00 39.50' Lt. 153.78 d111 30+69.29 19.50' Lt. 154.95 TC d131 31+25.75 41.46' Lt. 156.04 d151 29+15.47 18.24' Lt. 152.81 TC 154.95 G 152.31 G 154.20 TC 155.52 TC 156.26 TC 154.21 EG d92 29+95.11 19.00' Lt. 153.70 G d112 30+75.37 19.88' Lt. 155.02 G d132 31+50.00 21.21' Lt. 155.76 G d152 29+89.10 31.50' Rt. d93 30+01.12 19.00' Lt. 153.84 TC d113 30+63.12 25.17' Lt. 155.31 d133 31+50.00 27.21' Lt. 156.59 TC d153 29+99.70 25.53' Rt. 154.47 EG 153.84 G 156.26 BC d94 30+07.12 19.00' Lt. 153.94 TC d114 30+69.30 25.51' Lt. 155.39 d134 31+50.00 35.22' Lt. 156.32 TC d154 31+56.92 31.11' Rt. 157.15 EG 153.94 G 155.99 BC d95 30+13.12 19.00' Lt. 154.54 TC d115 30+63.12 33.52' Lt. 155.23 d135 31+50.00 41.22' Lt. 156.05 d155 31+61.28 31.51' Rt. 157.21 EG 154.04 G d96 30+01.12 25.00' Lt. 154.59 TC d116 30+69.36 33.65' Lt. 155.31 d136 28+75.00 10.50' Rt. 151.92 d156 31+61.75 25.61' Rt. 156.94 154.26 BC d97 30+07.12 25.00' Lt. 154.39 d117 30+75.00 33.89' Lt. 155.39 d137 29+00.00 10.50' Rt. 152.25 d98 30+01.12 33.50' Lt. 154.50 TC d118 30+75.00 39.90' Lt. 155.51 d138 29+25.00 10.50' Rt. 152.66 154.178C RECORD DRAWING d99 30+01.12 39.50' Lt. 154.29 d119 30+88.08 20.54' Lt. 155.66 TC d139 29+50.00 10.50' Rt. 153.09 155.16 G d100 30+16.41 19.00' Lt. 154.60 TC d120 30+93.45 20.77' Lt. 155.31 TC d140 29+55.09 10.50' Rt. 153.19 OREGON DEPARTMENT OF TRANSPORTATION 154.10 G 155.23 G 154.29 TC 155.58 TC 151.98 Harper Houf Peterson Righellis Inc. CUP- d101 30+22.41 19.00' Lt. 154.21 G d121 31+19.67 21.41' Lt. 155.50 G d141 28+75.00 10.50' Lt. �Q PROF�C's ENG NEE R5.PLANNERS.LAND- RE ARCHITECTS S. SURVEYORS 20i SC S,wkane SNreeL Snide 2f10 PortlanA,OR 97202,hone:503,221,1131 iviviv Wpr.com fax:503,221,1171 d102 30+51.13 19.00' Lt. 154.78 TC d122 31+25.06 21.45' Lt. 156.06 TC d142 31+46.44 26.62' Rt. 157.26 G �G 1 NES' s/� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 154.70 G 155.56 G �' 19,13 MAIN STREET t AS-BUILTS PREPARED BY) WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 2BNO. EXPIRES: 12/31/15 Sec. 2, T. 2 S. R. 1 W, W.M.� 46V-129 \ o • TIGARD CHIROPRACTIC CLINIC \ y SHERRIE'S JEWELRY BOX 12405O TIGARD AREA CHAMBER ; 12425 I N OF COMMERCE I 12345 / • • / V V •.W:. p ® / , • �/ � P FP P • � 7. / 9 P w , r ..o • �� 4 � p I _ P I .b v 2, P SW MAIN STREET t` � 33+00 _ - 34+00 e 32+00 � v oov � V •e°eoe°O°se 4,4 o 1 v .o i e ' w : �e y i • • is ELWAp: r e I SAL • �: :O . p.• ,, . . ° 1380 � D .O � V.. 9 420 <' MUSTS ON MAIN CAFE ALLEGRO TIGARDVILLE STATION 4 o o FIRST K OF TIGARD 12388 12370 12420 12400 REFER TO SHEET 2B-28 RECORD D RAW I N r FOR NORTH SIDE AND ]� 2B-30 FOR SOUTH SIDE OREGON DEPARTMENT OF TRANSPORTATION DETAILED GRADING PLAN Harper Houf Peterson Righellis Inc. ENEERS-PLANNERS-LANDSCAPE ARCHITECTS• SURVEYORS O 'O 20 205 SESpkn.S—LSi. 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 s SCALE: 1• = 20' w� 19,138 �-P/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) r MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR DRAFTED BY: HHPR y9�s A B�P SHEET A N0. SPOT GRADE PLAN 2B-21 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations e01 31+75.00 18.87' Rt. 156.98 TC e21 31+98.62 19.53' Lt. 156.43 TC e41 32+91.66 29.62' Lt. 158.11 EG 156.48 G 156.35 G e02 31+75.00 21.16' Rt. 157.02 e22 32+04.48 19.31' Lt. 156.94 TC e42 32+99.42 16.83' Lt. 158.22 TC 156.44 G 157.72 G e03 31+75.00 27.22' Rt. 157.14 EG BC e23 31+65.37 26.72' Lt. 156.76 TC e43 33+92.65 0.44' Lt. 159.74 TC 156.43 BC 159.41 G 157.11 TC 156.52 TC 160.56 TC e04 31+91.43 22.15' Rt. 156.61 G e24 31+71.47 26.51' Lt. 156.19 BC e44 34+09.42 0.56' Lt. 159.98 G e05 32+00.00 23.68Rt. 157.18 TC e25 31+99.08 25.51' Lt. 156.49 e45 34+23.42 0.66' Lt. 161.05 TC 156.68 G 160.47 G e06 32+00.00 27.24' Rt. 157.34 e26 31+70.83 34.16' Lt. 156.37 TC e46 34+35.42 0.75' Lt. 161.56 TC 156.04 BC 160.98 G e07 32+00.00 32.77' Rt. 157.46 EG e27 31+99.55 31.28' Lt. 156.38 e47 34+49.42 0.86' Lt. 162.12 TC 161.54 G e08 32+25.00 28.71' Rt. 157.45 TC e28 31+70.28 40.22' Lt. 156.10 e48 34+61.42 0.98' Lt. 162.52 EG TC 156.95 G 161.96 EG G e09 32+25.00 32.25' Rt. 157.51 e29 32+00.08 37.29' Lt. 156.44 e49 33+92.17 3.49' Rt. 159.92 TC 159.59 G e10 32+25.00 38.34' Rt. 157.63 e30 32+25.00 19.00' Lt. 157.20 TC e50 34+09.48 7.91' Rt. 160.64 TC 156.70 G 160.06 G e11 32+50.00 30.87' Rt. 157.75 TC e31 32+25.00 26.02' Lt. 156.85 e51 34+12.41 8.66' Rt. 160.68 TC 157.25 G 160.10 G e12 32+50.00 34.38' Rt. 157.68 e32 32+25.00 32.10' Lt. 156.91 EG e52 34+17.49 9.28' Rt. 160.86 TC 160.28 G e13 32+50.00 40.38' Rt. 157.74 EG BC e33 32+50.00 19.00' Lt. 157.52 TC e53 34+23.49 9.24' Rt. 161.06 TC 157.02 G 160.48 G e14 32+75.00 31.00' Rt. 158.07 TC e34 32+50.00 23.17' Lt. 151.41 e54 34+35.49 9.16' Rt. 161.52 TC 157.57 G 160.94 G e15 32+75.00 34.50' Rt. 157.96 e35 32+50.00 29.17' Lt. 157.47 e55 34+49.49 9.07' Rt. 162.06 TC 161.48 G n l� n n l� n�n i i n i r� e16 32+75.00 40.41' Rt. 158.02 EG BC e36 32+75.00 19.00' Lt. 157.84 TC e56 34+61.49 8.99' Rt. 162.49 EG TC R E 157.34 G 161.93 EG G e17 32+80.85 31.00' Rt. 158.23 TC e37 32+75.00 23.00' Lt. 157.79 11r-- OREGON DEPARTMENT OF TRANSPORTATION 157.73 G 158. Q 15782 G PRD 32 TC 157.85 EG Fc loj�tHarper Houf Peterson Righel .Inc. e18 32+91.27 26.80' Rt. e38 32+75.00 29.00' Lt. C E N G I N E E RS•G LPNNERS•LANDSCAPE ARCHITECTS SURVEYORS 20i SC SRokan �ree e SL Snide 20 PortlanA,OR 97202 lh-one:503 2211131 iviviv Affi1r.com fax:503,221,1171 e19 31+65.20 20.72' Lt. 156.48 TC e39 32+91.66 19.00' Lt. 158.05 TC G� �G I N 4 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 155.98 G 157.55 G c�, w 1913 MAIN STREET e20 31+71.93 20.48' Lt. 156.13 TC e40 32+91.66 23.00' Lt. 158.05 WASHINGTON COUNTY 156.05 G - OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 2BNO. EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 df 4 SW MAIN STREET 7 ° 0 0- 0 p p opo o0°0p0 00°0000 d 2 +00 0 v . d ' o o' J 4 d 'V C 00 o.. p 'Q v o°o°°pr F v Q a *�' •.J t opt _ 4 i O° 4 T f Q OVA W' 4 0 P. tet. . . a `000 r ✓ a 0 00 v a a e P a 14 a a. 0 5 10 a SCALE: 1"= 10' a a. 0 4 • RECORD DRAWING a a • a 13 5 12 • • �� OREGON DEPARTMENT OF TRANSPORTATION 6 o Harper Houf Peterson Righellis Inc. • a ,��D PROFFs ENSpk..S S•PLANNERS•LANDSCAPE A.1131 CTS• SURVEYORS 205 SE Spokane StreeS Stile 200 Po�Oand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 a s 19,138 ��/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 7 MAIN STREET ATOM PllrFXR—E-577) WASHINGTON COUNTY SW MAPLEWOOD OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR 10 DRIVE (PRIVATE) y 15, DRAFTED BY: HHPR y'9is A �P SHEET a 8 . B N0. • SPOT GRADE PLAN 2B-23 • EXPIRES: 12/31/15 v Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations 157.23 TC 153.71 TC 154.10 TC 153.58 f01 22+37.99 12.00' Rt. 156.73 G f21 23+57.20 21.49' Rt. 153.21 G f41 23+49.70 5.50' Lt. 154.10 EG BC f61 23+65.47 29.00' Rt. 158.31 TC 153.67 TC 154.50 TC 154.86 EG f02 22+50.27 14.69' Rt. 156.31 G f22 23+59.47 20.67' Rt. 153.17 G f42 23+53.47 4.84' Lt. 154.00 EG BC f62 23+37.67 59.75' Rt. 156.33 TC 153.14 TC 154.33 TC 155.58 TC f03 22+63.16 24.03' Rt. 155.83 G f23 23+65.47 19.32' Rt. 153.06 G f43 23+57.16 1.59' Lt. 153.83 EG BC 1 22+93.59 41.63' Rt. 155.08 G 155.73 TC 153.75 154.60 TC 155.37 TC f04 22+65.62 27.22' Rt. 155.73 G f24 23+42.02 38.49' Rt. f44 23+53.47 1.53' Rt. 154.10 EG BC 2 23+02.11 42.35' Rt. 154.87 G 155.65 TC 153.72 153.98 TC 155.29 TC f05 22+67.71 30.70' Rt. 155.65 G f25 23+44.94 35.26' Rt. f45 23+49.59 2.32' Rt. 153.98 EG BC 3 23+04.48 44.50' Rt. 154.79 G 156.06 TC 153.83 154.60 TC 155.24 TC f06 22+70.06 36.30' Rt. 155.56 G f26 23+46.10 40.85' Rt. f46 23+44.35 3.55' Rt. 154.10 EG BC 4 23+03.50 54.15' Rt. 154.74 G 155.81 TC 153.80 154.95 TC 155.23 TC f07 22+71.63 44.47' Rt. 155.37 G f27 23+48.98 37.57' Rt. f47 23+28.16 8.34' Rt. 154.45 EG BC 5 23+03.33 55.64' Rt. 154.73 G f08 22+60.04 30.61' Rt. 156.22 f28 23+51.24 30.08' Rt. 153.66 f48 23+17.01 11.53' Rt. 154.67 TC 6 23+02.64 61.53' Rt. 155.28 TC 154.67 EG BC 154.78 G f09 22+62.11 34.03' Rt. 156.14 f29 23+54.52 27.78' Rt. 153.61 f49 23+06.96 12.89' Rt. 155.38 TC 7 22+99.69 69.21' Rt. 155.44 TC 154.88 EG BC 154.94 G 00 22+56.62 32.67' Rt. 156.30 f30 23+53.73 33.21' Rt. 153.78 f50 22+95.45 12.83' Rt. 155.68 TC 8 22+92.59 75.77' Rt. 155.64 TC 155.18 EG BC 155.14 G f11 22+58.68 36.10' Rt. 156.22 f31 23+57.05 30.97' Rt. 153.75 f51 22+83.94 10.97' Rt. 155.50 TC 9 22+88.49 76.06' Rt. 155.68 TC 155.50 EG BC 155.18 G 02 22+63.93 44.12' Rt. 156.09 EG 02 23+59.47 23.00' Rt. 153.71 f52 22+73.39 7.81' Rt. 156.33 TC 10 22+87.19 73.69' Rt. 155.71 TC 155.83 EG BC 155.21 G 154.68 TC 153.46 156.88 TC 155.79 TC f13 23+29.02 60.46' Rt. 154.30 G f33 23+65.47 23.00' Rt. f53 22+59.54 1.09' Rt. 156.38 EG BC 11 22+90.98 64.50' Rt. 155.29 G 154.31 TC 156.63 TC 156.48 TC 155.50 TC f14 23+29.64 50.51' Rt. 153.81 G f34 22+75.51 4.62' Lt. 156.13 EG BC f54 22+74.45 1.60' Rt. 155.98 BC 12 22+91.96 55.02' Rt. 155.00 G 154.02 TC 155.90 TC 155.89 TC 155.50 TC f15 23+33.73 41.04' Rt. 153.52 G f35 22+86.66 6.62' Lt. 155.90 EG BC f55 22+96.71 2.52' Rt. 155.39 8C 13 22+91.96 53.51' Rt. 155.00 G 153.42 TC 156.11 TC 156.08 TC 155.66 TC f16 23+37.52 35.82' Rt. 153.42 G f36 22+97.84 7.79' Lt. 155.61 EG BC f56 23+07.60 2.27' Rt. 155.58 BC 14 22+90.68 43.82' Rt. 155.16 G f17 23+40.56 32.56' Rt. 153.39 TC f37 23+08.18 8.36' Lt. 155.79 TC f57 23+27.75 0.14' Rt. 155.09 TC 15 23+00.00 28.72' Rt. 154.86 R (,�1 Q n n Q ®�n n r1 153.39 G 155.29 EG BC 154.59 BC 153.85 TC 155.02 TC 154.66 TC f18 23+44.15 29.38' Rt. 153.35 G f38 23+17.78 8.42' Lt. 155.02 EG BC f58 23+44.52 1.37' Lt. 154.16 BC 16 23+00.00 36.92' Rt. 154.90 11 OREGON DEPARTMENT OF TRANSPORTATION 153.32 TC 155.23 TC 154.55 TC f19 23+48.04 26.54' Rt. f39 23+27.37 8.05' Lt. f59 23+53.47 1.66' Lt. Harper Houf Peterson Ri hellis Inc. 153.32 G 154.73 EG BC 154.05 BC b E NG I N EE RS•RLAN N E R 5•LANDSCAPE ARCHITECTS• SURVEYORS 205sespok,,U Su eLS,NtV2W P.,d,,Ua.0R 97202 phage 503,221,1131 f.,-i(6,221,1171f.,-i(6,221,1171f20 23+51.77 24.22' Rt. 153.28 153.28 TTG 154.73 TG 153.84 f40 23+44.68 6.28' Lt. 154.23 EG BC f60 23+59.47 29.75' Rt. GJ� GINE S� G w� 19,138 ��P MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. SPOT GRADE PLAN 26NO. EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 a ,IV v V- V . G p a ov v 0 Iy • f v o' �j 0� Oi I /^J- av ' a' Io. a I I ° v o � I °a 32 33 I PROTECEXISTING I ° o BRIDGE EMBRANE � W 51 V W V (� I 9080000D00 0000 I I GRADE I tqp BREAK xo5 IGRADE �` °: ,T •. '4 25+00 I BREAK I 26+GO I I I P I II '� V `LO b til GRADE SW MAIN STREET I �� BREAK I `S� v ' boo ooa0000do' .0 0000000000 9 000 o00oa0oo0ob A o Q° v q ` $v.. .o �• v ° 0 OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ��DPROFFENGINEERS•RLANNERS•7202ph AREARCHITECTS• SURVEYORS t ^ 205 SC S,wkan �ree e SL Snide 2f10 PortlanA,OR 9]202 phone:503 2211131 iviviv,hhpr.com fax:503121.1171 19,138 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � MAIN STREET ATOM 151771577-p—B7) WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET RECORD DRAWING ° 5 '� NO. GRADING DETAIL-BRIDGE GRINDIDEPTH 2B-25 SCALE: t"= to' EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations 901 24+80.96 19.00' Rt, 152.02 TC g21 26+25.00 12.00' Rt. 151.72 TC g41 25+43.00 5.98' Lt. 152.34 151.52 G 151.22 G 902 24+86.96 19.00' Rt, 151.63 TC 922 24+99.82 29.50' Lt. 152.10 TC g42 25+50.00 5.25' Lt. 152.28 151.55 G 151.60 G 903 25+00.96 20.74' Rt. 152.11 TC g23 25+20.42 32.10' Lt. 152.16 EG TC g43 25+75.00 2.62' Lt. 152.04 151.61 G 151.67 G g04 25+11.72 22.06' Rt, 152.18 EG TC g24 25+43.00 32.10' Lt. 152.20 TC g44 26+00.00 0.00' Rt, 151.68 151.66 EG 151.85 G g05 24+80.96 23.00' Rt. 152.08 g25 25+50.00 32.11' Lt. 152.16 TC g45 26+11.43 0.00' Lt. 151.65 151.79 G g06 24+86.96 23.00' Rt. 151.92 926 25+76.93 32.11' Lt. 151.99 TC g46 25+00.00 0.00' Rt. 152.11 151.60 G 907 25+00.96 23.35' Rt. 151.86 927 25+91.62 20.04' Lt. 152.09 TC g47 25+25.00 0.00' Rt, 152.17 151.59 G 908 24+80.96 29.00' Rt. 152.20 928 25+97.75 12.70' Lt. 152.18 TC g48 25+43.00 0.00' Rt, 152.19 151.68 G 909 24+86.96 29.00' Rt. 152.04 g29 26+01.43 12.00' Lt. 151.71 TC g49 25+50.00 0.00' Rt. 152.15 151.71 G 910 25+00.96 29.00' Rt. 151.98 152.11 TC 2 g50 25+75.00 0.00' Rt. 151.97 g30 26+11.43 12.00' Lt. 151.61 TC 151.61 G 911 25+10.59 29.00' Rt, 152.30 EG g51 25+00.00 10.50' Rt. 151.90 931 26+25.00 12.00' Lt. 151.97 TC 151.47 G 912 25+25.00 22.00' Rt. 152.18 TC g52 24+89.15 29.50' Lt. 152.07 TC 151.73 G 932 26+01.43 16.50' Lt. 151.93 151.57 G 913 25+43.00 21.98' Rt, 151.85 G 152.19 TC 151.70 TC 152.06 TC 151.20 G 953 26+14.56 12.00' Rt. g33 26+11.43 16.50' Lt. 151.73 BC 914 25+50.00 22.02' Rt. 152.14 TC g54 26+14.60 12.00' Lt. 152.07 TC 151.80 EG g34 25+91.22 32.59' Lt. 151.82 EG 151.57 G 915 25+75.00 22.06' Rt. 151.88 TC g55 25+86.73 28.45' Lt. 152.01 TC 151.60 G 935 25+92.63 40.41' Lt. 151.93 EG 151.51 G 916 25+81.34 22.08' Rt, 151.76 TC g56 26+01.43 28.45' Lt. 151.69 151.55 G g36 26+11.43 33.50' Lt. 151.92 TC 151.59 BC RECORD D RAW I N P 917 25+93.40 16.04' Rt, 151.72 EG 957 26+11.93 28.45' Lt. 151.49 151.40 G 151.83 TC 937 26+11.44 40.03' Lt. OREGON DEPARTMENT OF TRANSPORTATION 918 25+97.75 12.70' Rt, 151.81 TC 151.31 G Harper Houf Peterson Righellis Inc. 152.10 EG 938 25+21.89 40.60' Lt. 19 151.27 TC ��D PROFF E SES NEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS 9 26+01.43 12.00' R t. 205 SE Spokane StreeS Stile 200 PoROanQ OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 151.27 G 939 25+00.00 10.50' Lt. 152.32 `c,J� G I NE ss�O t�,V' w� 19138 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 920 26+11.43 12.00' Rt. 151.72 TC MAIN STREET 151.22 G g40 25+25.00 7.87' Lt. 152.36 AS-BUILTS PREPARED B10 WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET N0. GRADING DETAIL-BRIDGE GRINDIDEPTH [2B-26 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations qq Statin , `,,et Elevations Station, Offset Elevations Station, Elevations h01 26+02.91 40.06' Lt. EG h08 26+52.59 39.99' Lt. 151.64 EG h15 .75 47.66' Lt. 151.54 h02 26+09.59 40.04' Lt. 151.74 EG 6+45.91 40.66' Lt. 151.60 151.54 SW h16 26+85.78 47.69' Lt. 151.97 TC SEE PLAN 151.76 EG 1.64 EG MODIFIED 5-1-14 150.22 BC h03 26+02.91 40.62' Lt. h10 26+52. h17 26+62.66 47.06' Lt. 150.25 EG 1 1/2" CLR. TYP. h04 26+09.59 40.60' Lt. 151.74 EG h1 .91 43.41' Lt. EG 150.12 EG h18 26+62.64 40.64' Lt. h05 26+02.92 43.37' Lt. 150.00 h12 26+52.59 43.40' Lt. 150.15 EG :• 0.00 EG h06 26+09.58 h13 26+80.78 39.96' Lt. 151.50 EG A* 151.60 EG 151.47 SW • • • Q_ h 5.91 40.00' L t. • • �, h14 26+85.85 40.04' Lt. 151.97 TC A Lu • a• a.: \ ' . .a MODIFIED 5-1-14 150.22 BC • iii I „ - iil .d• . '4 'a • ,.. !: v • • .•a•�'� -III-18 .' y I III= * EVA TION I •• • • • d • • '. FOR SPOT GRADE EL S, I_I III- SEE SHEET 2B-17R 1 1/2" CLR. TYP. 12" SECTION D-D 8" SEE PLAN 2" CLR., TYP. 1/2" RADIUS 11" TREAD -- 1/8" RECORD DRAWING' #4 BARL #4 BAR #16 BAR AT 12" MAX. CTRS. AT 24" MAX. CTRS. 7" RISE MAX OREGON DEPARTMENT OF TRANSPORTATION °. a 1" a a Harper Houf Peterson Righellis Inc. sEcrioNc-c ��p PROFFs E NGINEE RS•R LPNNERS•7202pl LANDSCAPE ARCHITECTS CTS• SURVEYORS 20i SC S,wkane S�reeL Snide 2f10 PortlanA,OR 9]202,hone:503 2211131 fax:i01.??1.11]1 NOTE: CONCRETE: 3000 PSI. REINF. BARS: ASTM A615, " GRADE 60. FOUND ON UNDISTURBED OR GRANULAR 6 ��w � 19,138 �s/� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MATERIAL COMPACTED IN 6" LIFTS TO 95% OF RELATIVE 1/2 RADIUS MAIN STREET MAXIMUM DENSITY. WASHINGTON COUNTY TYPICAL STEP OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET CONCRETE STAIRS H� N.T•SGRADING DETAIL-RECESSED WALKWAY 2B-27 EXPIRES: 12/31/15 CONSTRUCTION NOTES Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 01 RE-INSTALL METAL RAMP WITH HAND RAILS. INSTALL MID F E POINT SHIMS WITH CONCRETE BLOCKS PER EXISTING. REPLACE HILLERS EMBLEM INSURANCE 18' 5.5' 20 CONSTRUCT CONCRETE CURB, TALL PER DETAIL ON SHEET EXISTING RAIL, 12537 12535 2 2B-4. REFER TO SECTION E-E ON THIS SHEET. SEE DETAIL ON . . . . . . . . . . . . SHEET RD770. 3FFF� _ II�II Q INSTALL 5.5' OF 3-RAIL BOLT DOWN HANDRAIL PER ODOT STD. DWG. RD770. NOTE. 90' HORIZONTAL BEND REQUIRED. - a - - - - - - - 5 ;� co C a v. 5 v �i ® CONSTRUCT 4" THICK CONCRETE SIDEWALK. REFER TO _ XC SECTION E-E ON THIS SHEET. a 5 INSTALL 12" SQUARE PVC AREA DRAIN WITH PEDESTRIAN RATED O 6v ° GRATE ON EACH SIDE OF STAIRWAY. INSTALL 7 L.F.FOF 6" PVC o ° PIPE WITH TEE TO DRAIN INTO EXIST. FRENCH DRAIN. REFER TO ------° -7 I 1 o STAIRWAY DRAINAGE DETAIL ON THIS SHEET. ° © INSTALL 7 L.F. OF 4" PVC PIPE AT BOTTOM OF STAIRWAY/WALL. I A I F F F 1 L CONSTRUCT CONCRETE oa°TQ REMAINSTAIRS PER DETAIL THIS SHEET AND RD 120 ° HANDRAIL v a �a � /// - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 5 10 PR. TALL CURB 5�A E: - TIP. 3 SIDES a Z PR. SIDEWALK Spot Elevations Spot Elevations Spot Elevations SAWCUT Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations m o 0 0 0 0 0 EX. WALL h01 26+02.91 40.06' Lt. 151.76 EG h08 26+52.59 39.99' Lt. 151.64 EG 151.60 SW h15 26+80.77 45.66' Lt. 152.00 TC 149.50 BC JSAWCUT AND REMOVE h02 26+09.59 40.04' Lt. 151.74 EG h09 26+45.91 40.66' Lt. 151.60 EG " „ 151.57 SW EX. SIDEWALK EX. SIDEWALK. FILL VOID WITH 1"-0" h16 26+86.30 45.71' Lt. 152.00 TC NOT TO SCALE h03 26+02.91 40.62' Lt. h10 26+52.59 40.65' TO REMAIN SECTION E-E CRUSHED ROCK OR CONCRETE 151.76 EG Lt. 151.64 EG 149.50 BC h04 26+09.59 40.60' Lt. 151.74 EG h11 26+45.91 43.41' Lt. 150.14 EG h17 26+62.65 44.10' Lt. 150.20 PR. STAIRWAY h05 26+02.92 43.37' Lt. h12 26+52.59 43.40'150.00 EG Lt. 150.15 EG h18 26+62.64 40.64' Lt. 150.12 EG 151.58 SW EX. SIDEWALKh06 26+09.58 43.35' Lt. 150.00 EG 151.50 SW h19 26+80.77 44.08' Lt. 152.00 TC h13 26+80.78 39.96' Lt. 151.50 TC 149.50 BC 149.50 BC ° OQ�O h07 26+45.91 40.00' 151.60 EG Lt. 151.47 SW 0 h14 26+85.85 40.04' Lt. 152.00 TC 149.50 BC OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. INSTALL 12" SQUARE PVC R C/� ENGINEERS.PLANNERS.LANDSCAPE ARCHITECTS. SURVEYORS EX. HOLE AND ��I •'D/C 205 SE Spokane S-L,Stile 200 P.Rd-d,OR 97202 phone:503.221.1131 w hhp,.-f.:503.221.1171 FRENCH DRAIN PEDESTRIAN RATED G� �G MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) INSTALL APPROX. tv `� 19,138 � y 7 L.F. OF 6" PVC GRATE ON EACH SIDE OF r MAIN STREET WITH TEE TO STAIRWAY t AS-BUILTS PREPARED BY) WASHINGTON COUNTY DRAIN TO EXIST. OREGON APPROVED BY: BRA/AJI ✓G�� 15 DESIGNED BY: HHPR FRENCH DRAIN y9� P` DRAFTED BY: HHPR SHEET STAIRWAY DRAINAGE DETAIL s A. BE N0. NOT TO SCALE RECORD D RAW I N G GRADING DETAIL-RECESSED WALKWAY 2B-27R EXPIRES: 12/31/15 S c. 2, T. 2 S., R. 1 W, W.M.• � � 46V-129 \ I\ o \ D I \\ SW TIGARD tea. __11I HI C I STREET TIGARD ARCA CHAHBEI 5 '° 15' R DC CDHHCRCC SCALE: 1•= , a 12345 19 I p FFE 157.74 ° v D. a 10' R D °v , ` p D 40' FFE 159.95 ' P 15 R o p D 30' R D g a, 25-R— oo0 4• 000 D. 8 ° \ \ 00 • o .. Doo v o00o y' .TJ v � . . P. 0 Opo .D O ° Pa b P p0 T ..• T. S• 00000 .. .P v 0p0 !' P •• P T' r 'T N o0C D CCO T :P — V.T P OOOo. P c OO ' T 000 A o 00 T V K T 0000 p o, .. — .. p D P� P oP v o000 / — �/• T .. 'T _ 000 r v 'ooC P � T P P .. .T uP OCC � PAlr* 35' R °°° 15' R p O ' — 'P T I v — •T o P T T. T T— v P Q 'R ' �• P t 4 - SW MAIN STREET 33+00 2 P* •^� •P .T 9Q �� 34+00 RECORD DRAWING • •P — ••'TP N'. V P,T — ;P .Y T •.'' V T•. P �� OREGON DEPARTMENT OF TRANSPORTATION v r v Harper Houf Peterson Righellis Inc. ENGINEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SE Spokane Str L Stile 200 Poffl-d.0R 97202 phone:503.221.1131 w hhp,c fu:503.221.1171 v T 19,138 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) TP P MAIN STREET P V. : WASHINGTON COUNTY -BUILTS PREPARED B10 t AS OREGON APPROVED BY: BRA/AJI 15, � � DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A BEP SHEET GRADING DETAIL-TIGARD INTERSECTION(NORTH) NO. EXPIRES: 12/31/15 2B-28 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Elevations Station, Offset Elevations i01 33+05.76 15.46' Lt. 158.33 TC i21 33+71.76 20.54' Lt. 158.97 TC i41 33+15.76 0.00' Rt. 158.66 157.83 G 158.97 G i02 PCC 158.21 TC i22 33+81.76 15.97' Lt. 159.32TC i42 33+23.76 0.00' Rt. 158.76 33+10.17 17.09' Lt. 157.96 G 158.82 G iO3 33+15.76 21.94' Lt. 158.09 TC i23 PCC 159.36 TC X43 33+43.76 0.00' Rt. 159.01 158.09 G 33+83.23 15.59' Lt. 158.86 G iO4 33+18.96 26.22' Lt. 158.03 TC i24 PRC 159.59 TC X44 33+63.76 0.00' Lt. 159.25 158.03 G 33+92.54 18.24' Lt. 159.09 G i05 33+21.35 30.99' Lt. 157.90 TC i25 34+03.01 22.60' Lt. 159.77 TC i45 33+71.76 0.00' Rt. 159.35 157.90 G 159.33 G i06 33+23.43 40.99' Lt. 157.90 TC i26 34+03.56 22.60' Lt. 159.78 EG TC i46 33+81.76 0.00' Rt. 159.02 157.40 G 159.34 EG G i07 33+22.93 47.52' Lt. 157.69 EG TC i27 33+67.36 58.22' Lt. 158.47 EG i47 34+03.89 0.52' Lt. 160.29 TC 157.26 EGG 159.79G i08 PRC 158.22 TC i28 PC 158.75 32+99.42 16.83' Lt. 157.72 G 33+69.95 44.38Lt. i09 33+99.42 29.00' Lt. 158.22 i29 33+74.11 38.93' Lt. 158.83 i10 33+02.40PC29.001 Lt. 158.20 i30 33+80.31 33.41' Lt. 159.12 i11 1,12 D 33+12.31 32.73' Lt. 158.13 i31 33+86.56 30.26' Lt. 159.47 PT i12 33+17.28 42.08' Lt. 157.92 i32 T 33+95.70 28.97' Lt. 159.74 i13 33+17.59 46.60' Lt. 157.83 EG 03 34+03.33 29.31' Lt. 159.82 EG i14 33+62.06 57.22' Lt. 158.32 EG TC i34 33+43.21 52.55' Lt. 158.20 EG 157.85 EG G i15 PC 158.36 TC i35 33+45.28 40.99' Lt. 158.25 33+62.27 56.10' Lt. 157.86 G i16 PRC 158.56 TC i36 33+43.76 30.99' Lt. 158.74 33+60.02 44.97' Lt. 158.06 G i17 33+58.46 40.99' Lt. 158.64 TC 07 33+43.76 22.99' Lt. 158.78 RECORD D RAW I N C, 158.14 G i18 PCC 158.67 TC 08 33+23.76 22.99' Lt. 158.14 OREGON DEPARTMENT OF TRANSPORTATION 33+59.22 35.32' Lt. 158.44 G 158.69 TC 158.91 ��p PROFF Harper Houf Peterson RighelT S.Inc. i19 33+61.55 30.99' Lt 158.69 G i39 33+63.76 22.99' Lt. ENGINEE RS•PLNNNERS.LANDSCAPE ARCHITECTS CUP- 158.69 SC Spokane SN-L SIIh2200 Portland,OR 97202 Phone:5032211131 ivi fip,s m fax:503.221.1171 i20 33+66.10 25.23' Lt. 158.83 TC i40 33+05.76 0.00' Rt. 158.33 G� ��' I NE�ss/2 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 158.83 G cw 19,138 P y i MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 15, DESIGNED BY: HHPR DRAFTED BY: HHPR ti9is A gEP SHEET NO. GRADING DETAIL INTERSECTION(NORTH) EXPIRES: 12/31/15 213-29 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 33+00 �% -4 34+00 �J � T ? .•rp v. � � �s �� P v Y � P 4 T T p T 1 V p. T r : •. 'p SW MAIN STREET SCALE: 1`_ ,o' y.. Ib p VO 0OO 00OO 40000'0 .. D v OOOO OO.00p OO ? v •�� 0O.p 00000 pop o �� v� v D OO 0 OO OOO .o p D o p p O v v p p ..4% - - - - - - - - � FFE �� C� A L L EC�O FFE 159.73 ml M Q �n� � I 12380 Tn,� Rn ilii 1F_ (� TQ Tenn Spot Elevations Spot Elevations Spot Elevations Spot Elevations Station, Offset Elevations Station, Offset Devotions Station, Offset Elevations Station, Offset Devotions J01 33+05.76 0.00' Rt. 158.33 j11 33+05.75 24.00' Rt. 158.11 TC j21 33+03.75 31.50' Rt. 158.37 j31 33+63.76 39.73' Rt. 159.06 EG 158.03 G J02 33+15.75 0.00' Rt. 158.66 j12 33+15.75 24.00' Rt. 158.36 TC j22 33+03.75 40.00' Rt. 158.45 EG J32 33+71.75 31.51' Rt. 159.04 EG 158.36 G J03 33+23.75 0.00' Rt. 158.76 J13 33+23.75 24.01' Rt. 158.46 TC j23 33+03.75 44.68' Rt. 158.54 EG j33 33+71.75 39.51' Rt. 159.12 EG 158.46 G RECORD D RAW I N G 159.01 158.68 TC 158.46 159.29 EG 158.68 G J04 33+43.76 0.00' Rt. J14 33+43.75 24.01' Rt. X24 33+15.75 31.50' Rt. l34 33+81.75 39.77' Rt. 771r-- OREGON DEPARTMENT OF TRANSPORTATION J05 33+63.76 0.00' Rt. 159'25 J15 33+63.75 24.01' Rt. 158.90 TC J25 33+15.75 40.00' Rt. 158.58 EG J35 34+04.48 39.60' Rt. 159.63 EG 158.90 G Harper Houf Peterson Righellis Inc. f ED PROF ENGINEERS.PLANNERS.LANDSCAPE ARCHITECTS. SURVEYORS 159.35 68' 158.96 TC Rt04 9 158.70 EG 160.31 TC G 205 SE Spokane S-eA S i.2DD P.Td-d OR 97202 phone: w 503.221.1131 hhp,c :503.221.1171 j06 33+71.76 0.00' Rt. J16 33+71.75 24.01' Rt. 158.96 G X26 33+15.75 44. . 136 34+04. .37' Rt. 159.81 G c,�`�G I Nss� G E�' 2MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) J07 33+81.76 0.00' Rt. 159.02 j17 33+81.75 24.01' Rt. 159.13 TC J27 33+23.75 31.51' Rt. 158.55 w 19,138 fP MAIN STREET 158.63 G REPARED BY) WASHINGTON COUNTY 160.29 TC 159.37 TC 158.68 EG - J08 34+03.89 0.52' Lt. 159.79 G j18 33+92.17 26.99' Rt. 158.87 G X28 33+23.75 40.01' Rt. OREGON APPROVED BY: BRA/AJI �Ci �� DESIGNED BY: HHPR j09 32+97.75 24.01' Rt. 158.42 TC j19 34+04.38 31.44' Rt. 159.50 EG TC j29 33+43.75 40.01' Rt. 158.83 EG �,5, Y 151 1°� � DRAFTED BY: HHPR 157.92 G 159.06 EG G 9/3 A BEP SHEET N0. PO 33+03.75 24.00' Rt. 158.08 TC j20 33+03.75 28.00' Rt. 158'32 J30 33+63.75 31.51' Rt. 158.96 GRADING DETAIL-TIGARD INTERSECTION(SOUTH) 2B-30 158.00 G EXPIRES: 12/31/15 4"0 OPENING 46V-129 B C PERMANENT POOL ELEVATION OUTLET STUB 5 1/4" (SEE NOTES 3&4) I i ACCESS COVER _ VA IES WEIR WALL 6" INLET GRATE� � (TYP) 2'-3 5/8" 5" _ 2'-3 5/8"MAX. a OVERLAP % d 5" a y d j < d d. • a ° • d A i W OUTLET SNB INLET STUB (SEE NOTES 3& 4 2' (OPTIONAL) 1W4" <v vo_i 26 OUTLET INSIDE (SEE NOTES 3& 4) (TYP) ? PIPE FROM " 2'-0 1/2� 1 UNDERDRAIN OUTSIDE d d d e u d lll�l�/[C IC /ILC I TWE L—l�R/I Vl/l� — SECTM B 6' SCUM BAFFLE 2-4" 2-4" 2-4" REINFORCING BARS INSIDE RIM INSIDE RIM INSIDE RIM INLET STUB (SEE NOTE 5) 7'-1" (OPTIONAL) OUTSIDE RIM LIFTING EYE (SEE NOTES 3&4) (TYP OF 4) CONOW E INLET TYPE 2—CM7RMW — MP WEW OkP0 C�'�V #NA7 � 2—CARS — �4"0 OPENING MANENT (TyP) a 3'-9" L ELEVATION INLET GRATEOUTLET STUB ACCESS COVER(SEE NOTES 3&4) (TYP) CARTRIDGE SUPPORT io b CONCRETE COLLAR (ON(WT INTEL TYPE 2— — SEC7M C (SEE NOTE 5) 0 STORMFILTER CARTRIDGE (TYP) CLEANOUT (SEE NOTE 1) ACCESS PLUG ON WEIR WALL UNDERDRAIN MANIFOLD 2' 2'-8" 2' INSIDE y� INSIDE INSIDE y 6'-9- OUTSIDE COAKMV INLET_ TYPE 2—C MWQE — WCMW A MC*, S&W Sft 31+11"n 1&r in RECORD D RAW I N G FI L TER CA TCHBASI N DATA WATERFLOW RATE s 0.059 OREGON DEPARTMENT OF TRANSPORTATION PEAK FLOWOW RATE <1 cfs 0.207 GENERAL NOTES RETURN PERrs 25 CARTRIDGE FLOLO OF PEAK BLOW W RATE 15 OR 7.5 m 1 5 MEDIA TYPE CSF, PERUTE, zPc FERUTE ��p PRD FHarper Houf Peterson Righellis Inc. E 1. Filters To Be Siphon-actuated And Self-cleaning. RIM ELEVATION 155.73 N G I N E E R S.P L A N N E R S.LANDSCAPE ARCHITECTS. SURVEYORS PIPE DATAI.E. DIAMETER 2. Steel Structure To Be Manufactured Of 1/4 Inch Steel Plate. 205 SH SNkane S—LSnYIV2W PoTnana,OR 97202 pla 503,221,1131503,221,1131��.°`.`o."£.x:50322111]1 : '` I N s J. Filter Requires 2.3 Feet Of Drop From Rim To Outlet. Inlet Should Not Be Lower Than INLET STUB INA NIA Outlet. Inlet (if Applicable) And Outlet Piping To Be Specified By Engineer And Provided OUTLET STUB I53,43 Io° GVG w� 19,138 �� :X__ MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) By Contractor. CONFICURATON OUTLET � MAIN STREET 4. Filter Catchbasin Equipped With 4 Inch (approximate) Long Stubs For Inlet (if Applicable) WASHINGTON COUNTY And Outlet Piping. Standard Outlet Stub Is 8 Inches In Diameter. Maximum Outlet Stub Is t AS-BUILTS 15 Inches In Diameter. Connection To Collection Piping Can Be Made Using Flexible INLET OREGON APPROVED BY: BRA/AJI Coupling By Contractor. SLOPED LID YES �(/ 0�1 DESIGNED BY: HHPR 5. For H-20 Load Rating, Concrete Collar Is Required. Concrete Collar With Quantity (2) #4 Cl Y 15 1°� -� SOLID COVER NO y � DRAFTED BY: HHPR Reinforcing Bars To Be Provided By Contractor. NOTES SPECIAL REQUIREMENTS: 9 6. All Filters Require Regular Maintenance. Refer To Operation And Maintenance Guidelines �S A BSP' SNEOET For More Information. DETAILS EXPIRES: 12/31/15 46V-129 PERMANENT POOL ELEVATION 4"0 OPENING X � N j M N) \77I I = M 5" 5" INLET STUB (OPTIONAL) 2' OUTLET STUB (SEE NOTES 3& 4) INSIDE (SEE NOTES 3&4) 2'-0 i/2" 2"0 OUTLET PIPE OUTSIDE FROM UNDERDRAIN CQN0RE7E INLET. TYPE 2—CAR7RIDGE OP7M 2—SECIM B LIFTING EYE (TYP OF 4) o d a� I PERMANENT POOL ELEVATION CARTRIDGE SUPPORT COAICREIE MILET—TYPE 2—CARIMGE OPIIDN 2—SEC7= C 24+06.41, 19.0-JW Mob S&W CE Sft 24+a4Z 110-ift RECORD D RAW I N G FILTER CATCHBASIN DATA FILTER CATCHBASIN DATA WATER QUALITY FLOW RATE cfs 0.058 WATER QUALITY FLOW RATE cfs 0.060 OREGON DEPARTMENT OF TRANSPORTATION PEAK FLOW RATE <1.8 cfs 0.222 PEAK FLOW RATE <1.8 cfs 0.288 RETURN PERIOD OF PEAK FLOW(yrs) 25 RETURN PERIOD OF PEAK FLOW(yrs) 25 GENERAL NOTES CARTRIDGE FLOW RATE 15 OR 7.5 m 1 5 CARTRIDGE FLOW RATE 15 OR 7.5 m 1 5 Ha er Houf Peterson Rl hellis Inc. MEDIA TYPE CSF, PERLITE, ZPG PERLITE MEDIA TYPE CSF, PERLITE, ZPG PERLITE g 1. Filters To Be Siphon—actuated And Self—cleaning. RIM ELEVATION 152.17 RIM ELEVATION 151.58 E N G NEER 5•G L A N N E R 5•LANDSCAPE ARCHITECTS• SURVEYORS 2. Steel Structure To Be Manufactured Of 1/4 Inch Steel Plate. oSSEsm�Res�essw�z�P" �aoR9'ZOZph"Re:so'.ZZ'.11'1 .h `.`� :So'.ZZI."" PIPE DATA: I.E. DIAMETER PIPE DATA: I.E. DIAMETER J. Filter Requires 2.3 Feet Of Drop From Rim To Outlet. Inlet Should Not Be Lower Than INLET srue N/A N/A INLET srue 48.45 2° 5 GINE Outlet. Inlet (if Applicable) And Outlet Piping To Be Specified By Engineer And Provided OUTLET STUB 148.38 10' OUTLET STUB 147.33 12' �G w� 19,138 ��' MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) By Contractor. CONFIGURATION CONFIGURATION MAIN STREET 4. Filter Cotchbasin Equipped With 4 Inch (approximate) Long Stubs For Inlet (if Applicable) OUTLET OUTLET WASHINGTON COUNTY And Outlet Piping. Standard Outlet Stub Is 8 Inches In Diameter. Maximum Outlet Stub Is t AS-BUILTS 15 Inches In Diameter. Connection To Collection Piping Can Be Made Using Flexible INET INET OREGON APPROVED BY: BRA/AJI Coupling By Contractor. �& o�1 DESIGNED BY: HHPR 5. For H-20 Load Rating, Concrete Collar Is Required. Concrete Collar With Quantity (2) #4 SLOPED LID Yes SLOPED LID Yes C1 �Y 15 1°� .� Reinforcing Bars To Be Provided By Contractor. soup COVER NO SOLID COVER NO h. DRAFTED BY: HHPR NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: 9/S �P` SHEET 6. All Filters Require Regular Maintenance. Refer To Operation And Maintenance Guidelines A. B NO. For More Information. DETAILS EXPIRES: 12/31/15 2B-32 Contractor to grout to finished grade 46V-129 Grade Fiberglass separation rings/risers cylinder and inlet Center of filter structure, screen and sump opening el Top slab access (standard 24" frame P` �.• ; and cover) 4 ° Fiberglass separation cylinder and inlet Av• � a A _ 4 4 / i ° 4 °. 4• I 4. \ Inlet pipe (multiple inlet Outlet pipe \ / pipes may be II \ accommodated) 4 I Top slab access d 4' 48" i.D. Manhole Pvc hydraulic structure A shear plate a ° d P Perm an en t Oil baffle pool elev. skirt a '4 Separation screen ° d Pvc hydraulic a d 4 Shear plate ° 41i ' Solids storage sump Mon S&M f sty Z+10. 17.36 Ift RECORD D RAW I N C, F ZM YANHQLE — SECU N A FILTER MANHOLE DATA WATER QUALITY FLOW RATE (CFS) 0.507711OREGON DEPARTMENT OF TRANSPORTATION PEAK FLOW RATE (CFS) 6.00 RETURN PERIOD OF PEAK FLOW (YRS) 25 SCREEN APERTURE (2400 OR 4700) 2400 Harper Houf Peterson Righellis Inc. GENERAL NOTES AND INSTALLATION NOTES ,��D PROFFs EN Spk..S S•G LANNERS•LAN DS CAPE ARCH ITEChp, SURVEYORS PIPE DATA: LE. MATERIAL DIAMETER zossEsm�Reso-eer,swuzaoroadR4oxvvzozpnoReaos.zz1.usi�.nnP,r:503.221.171 1. Structure And Castings Shall Meet Aoshto HS-20 Load Rating. INLET PIPE 1 157.84 1 RCP 12 cc S INLET PIPE 2 N/A I N/A N/A �J GINE �O 2. PVC Hydraulic Shear Plate Is Placed On Shelf At Bottom Of Screen Cylinder. Remove And OUTLET PIPE 157.72 RCP 12 ccv w� 19,138 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) Replace As Necessary During Maintenance Cleaning. MAIN STREET 3. Any Sub-base, Backfill Depth, And/or Anti-flotation Provisions Are Site-specific Design RIM ELEVATION 163.97 WASHINGTON COUNTY Considerations And Shall Be Specified By Engineer Of Record. ANTI-FLOTATION BALLAST I WIDTH HEIGHT t - BUILTS PREPARED BY) 4. Contractor To Provide Equipment With Sufficient Lifting And Reach Capacity To Lift And I N/A N/A OREGON APPROVED BY: BRA/AJI Set The Filter Manhole Structure (lifting Clutches Provided). NOTES/SPECIAL REQUIREMENTS: DESIGNED BY: HHPR 5. Contractor To Add Joint Sealant Between All Structure Sections, And Assemble Structure. Cay Y 15, �'� DRAFTED BY: HHPR 6. Contractor To Provide, Install, And Grout Pipes. Match Pipe Inverts With Elevations Shown. 9 7. Contractor To Take Appropriate Measures To Assure Unit Is Water Tight, Holding Water To PER ENGINEER of RECORD �S' A BSP SHEET NO T Flowline Invert Minimum. It Is Suggested That All Joints Below Pipe Inverts Are Grouted. DETAILS EXPIRES: 12/31/15 2B-33 Sec . 2 , T. 2 S. , R . 1W, W. M . 46V- 129 OUTSIDE OF WITHIN OUTSIDE PAVEMENT WITHIN PAVEMENT PAVEMENT PAVEMENT PROVIDE VALVE OPERATING 18" CAST IRON 910 BOX NUT EXTENSION. SEE DETAIL ON SHT. 2B-35 18" CAST IRON 910 BOX NOTES : PROVIDE 24" BY 1 ) VALVE BOX NOT TO REST 4" THICK CONCRETE :? FINISHED GRADE ON OPERATING ASSEMBLY. PAD (SEE NOTE 4) 2) OPERATING NUT EXTENSION HAND TAMP BACKFILL ': • REQUIRED WHEN VALVE NUT AROUND TOP SECTION F16 MI �v U IS DEEPER THAN 3 FEET FROM FINISHED GRADE. 2 MAX. ` ,� 3) CENTER VALVE BOX ON 6" ASTM 3034 PVC HAND TAMP BACKFILL i AROUND TOP SECTION \ j AXIS OF OPER. NUT. i 4) PROVIDE 24" SQUARE BY 4" THICK OPERATING NUT EXTENSION < 6" ASTM 3034 PIPE CONCRETE PAD AROUND VALVE BOX (SEE DETAIL ON SHT. 26-35) BUTTERFLY VALVE 20 v BOTTOM SECTION OUTSIDEAS AS SHOWN EIN CONCRETE OF PAVED RPAD DETAIL ENDS AS SPECIFIED 24 \\/ \/�\\/�\\/�\\/�\\/�\\\\/ /�\/% NOTES : 1 ) VALVE BOX NOT TO REST / \/ f"' 24"'--I GEAR OPERATOR ON OPERATING ASSEMBLY. 2) OPERATOR EXTENSION TYPICAL BUTTERFLY VALVE DETAIL CONCRETE PAD REQUIRED WHEN VALVE NUT IS DEEPER THAN 3 FEET 24" FROM FINISHED GRADE. 3) CENTER VALVE BOX ON AXIS OF OPER. NUT. 4) PROVIDE 24 SQUARE BY 4 THICK CONCRETE PAD AROUND VALVE I-- 24"� BOX OUTSIDE OF PAVED AREAS OREGON DEPARTMENT OF TRANSPORTATION AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD ��p pAOFFss City of Tigard 14,392 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) TYPICAL GATE VALVE DETAIL MAIN STREET WASHINGTON COUNTY CML •JC OREGON 2 APPROVED BY: ROM DESIGNED BY: COT RECORD 96029 ��(y 3p' `9 �`� DRAFTED BY: COT SHEET BAflAH DRAWING 4/01/ 5 WATERLINE DETAILS NO. F>�rnEs: 1z/si/ 2B-34 Sec . 2 , T. 2 S. , R . 1W, W. M . SIDEWALK 46V- 129 WIDTH VARIES �'. 30" MIN SERVICE METER BOX & LID SIZES: SEE LINE DEPTH THIS SHEET. FINISH GRAD /�-VALVEABOXRTOP 910 ................... SIDEWALK ADJACENT TO CURB CORPORATION STOP PLANTER SIDEWALK 16" APPROVED CORPORATION STOPS TRIP WIDTHVARIES WIDTH VARIES 1 " MUELLER (B-25009N) 1 " FORD (FB1000-4-Q-NL) OR APPROVED EQUAL _ 1 " SCH. 80 STEEL PIPE SHAFT 2" SQ. OPER. NUT-,,.. OR 1 " SOLID STEEL ROD 30" MIN SERVICE METER BOX & LID SIZES: SEE 1 /8" MINIMUM LINE DEPTH THIS SHEET. 6" MAX. 1 /4" MAXIMUM CLEARANCE CUSTOMER SIDE CORPORATION �- STOP 8- 10" ROCK GUARD 1 /4" STL. PLATE ""2 SEE PLUMBING TO BE 5 3/4" DIAMETER SIDEWALK BEHIND PLANTER STRIP CODE FOR DEPTH W/HOLE IN CENTER TO J- OF COVER ACCOMODATE MOVEMENT NOTES: OF SHAFT 1 . SURVEYOR TO INSTALL TEMPORARY HUB AND GUARD SUPPORT COLLAR WELDED STAKE AT LOT LINE FOR METER INSTALLATION. 4" MIN 2 1 /2% 2 1 /2"x 3/8" LONG TO SHAFT 2. CENTER OF METER BOX TO BE OFFSET 1 ' FROM 3/4"-0" METER STEEL FLAT BAR PROPERTY LINE. ROCK ANGLE BALL METER VALVE TO BE MUELLER 3. BANKED METERS WITH SHARED SERVICE LINE TRENCH (B24258N), FORD (BA43-444W-0-NL), OR SHALL HAVE 18" MINIMUM DISTANCE BETWEEN TAP APPROVED EQUAL. ASTM 3034 PVC PIPE INSTALLATIONS. 3"x 3"x 3/8"x 2" LONG „/ - 4. WATER METERS TO BE PROVIDED BY AND INSTALLED BY STEEL SQUARE TUBE INSTALLATION WITH CITY.CITY TIGARD. CONTRACTOR TO COORDINATE METER 1 " TYPE "K" SOFT COPPER TUBING - SEAMLESS WATER METER BOX AND COVER NOTES 34" AND 1 " WATER SERVICE BOX INSTALLED IN SIDEWALK: �� 1 WATER SERVICE DETAIL • 17"X30"X12" POLYMER CONCRETE METER BOX (ARMORCAST - A6001640PCX12) NOTE: Y4" AND 1 " WATER SERVICE BOX COVER INSTALLED IN SIDEWALK: 1 ) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE 17"x30"x2" POLYMER CONCRETE COVER WITH OREGON DEPARTMENT OF TRANSPORTATION WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM TOUCH READ HOLE (ARMORCAST - A60011947TH2) FINISHED GRADE p Nl'� City of Tigard 0'011419 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) OPERATING NUT EXTENSION DETAIL MAIN STREET WASHINGTON COUNTY CIVIL �c OREGON 2 APPROVED By KSM DESIGNED .�� : COT RECORD 96029 DRAFTED BYCOT�<y gAHAH �v SHEET DRAWING 4/01/15 WATERLINE DETAILS N� EXPIIiFS: 1z/ai/ 2B-35 Sec . 2 , T. 2 S. , R . 1 W, W. M .--2.0' 12" BEHIND SIDEWALK 46V- 129 SIDEWALK ADJACENT TO CURB OR BEHIND CURB O WHEN NO SIDEWALK 0 18" BREAK FLANGE SIDEWALK 18 CAST IRON 910 3" MI MIN N. VALVE BOX TOP 2" OR 1 1 /2" - METER BOX AND LID SIZES: SEE BELOW 6" MAX. \ METER 1 1 /2 4" DRAIN ROC \ 0 4 ' i ' ill 2" FLG X COMPRESSION ANGLE —TAR PAPER (MOISTURE BA STOP (FITS 1 1 /2 " APPLICATIONS) 6" DUCTILE IRON PIPE 2" - FORD (FBFA43-777 QNL), MUELLER (8-24276N), RESTRAIN ALL JOINTS OR APROVED EQUAL 2" TYPE "K" MJ X TAPPED 6" RETAINER COPPER PIPE / 2" TEE CONCRETE PIER 6" GATE VALVE M.J. x 6" FLG. TEE COPPER BENDS MAIN LINE BLOCK FLG. x M.J. AS NEEDED 2" MIPT X COMPRESSION CORP SIDEWALK WITH PLANTER 2.0 FORD (FB1100-7QNL), MUELLER (8-25028N), STRIP AT CURB o OR APROVED EQUAL SIDEWALK MAX.3" MIN. BREAK FLANGE 2" & 1 - 1 /2" WATER SERVICE DETAIL " _ NOTES: 1 . CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER LOCATIONS. ` e; 11 II VI HORIZONTAL & LEVEL. NOTES: 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN SERVICE TAP INSTALLATIONS. 1 . HYDRANTS TO BE PER SELECTIONS STATED IN (NOTE 10) WHICH HAVE 6" MJ, 5 1 /4" 3. IF TWO METERS ARE BANKED THEN THE ANGLE STOPS NEED TO BE AT A 2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: MINIMUM PL 30" APART. MVO 3 PORT - TWO 2 1 / 4. METERS PLACED IN DRIVEWAYS WILL NOT BE ALLOWED UNLESS APPROVED A. OIL RESERVOIR BY THE ENGINEER. B. BRONZE ACTUATION NUT 5. WATER METERS TO BE PROVIDED BY AND INSTALLED BY CITY OF TIGARD. CONTRACTOR TO C. BRONZE SEAT RING COORDINATE METER INSTALLATION WITH CITY. D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING WATER METER BOX AND COVER NOTES F. THREADED NOZZLES WITH "0" RINGS 1 - 1 /2" AND 2" WATER SERVICE BOX INSTALLED IN SIDEWALK: G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. & 24"X36"X12" POLYMER CONCRETE METER BOX (ARMORCAST - A6001974PCX12) 3. HYDRANTS TO BE PAINTED USING R- 1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. 1 - 1 /2" AND 2" WATER SERVICE BOX COVER INSTALLED IN SIDEWALK: 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 2411x36"x2" POLYMER CONCRETE COVER WITH 9"x14" 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. DROP IN OPENING (ARMORCAST - A6001975TH2) r OREGON DEPARTMENT OF TRANSPORTATION 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. CRY of Tigard 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING SEE SHTS. 28- 34 AND 2B-35 FOR DETAIL. t`�(DPRO�Fss/O 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. `�� 14,392 �P MAIN ST: OR99W RAIL CORRIDOR (TIGARD) MAIN STREET 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER WASHINGTON COUNTY ON THE 4 1 /2" PORT. CIVIL N APPROVED BY: KSMi10. APPROVED HYDRANTS - MUELLER CENTURION A-423, CLOW MEDALLION F-2545, OR WATEROUS PACER 6790. g° sDESIGNED BY: COT RECORD 96029 BARAHDRAFTED BY COT SHEET FIRE HYDRANT ASSEMBLY DETAIL NO, DRAWING 4/01/15 E1 �mEs: WATERLINE DETAILS 219 -36 Sec . 2 , T. 2 S. , R . 1W, W. M . 46V- 129 I- ,_I y TRENCH WIDTH AS REQUIRED Is TI_ t2„ P y MIN e II it =IIIAA 3k Ir i 1 "" d: IN MI >, PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP ° I I.• 3000 PSI COMPRESSIVE STRENGTH AV o-_ - CONC. THRUST BLOCK - . AGAINST UNDISTURBED EARTH-BEARING AREA TIE RODS WHEN ON BOTH SIDES OF PIPE SECTION REQUIRED, AS PER =111_111=1111-I= (CONCRETE DIMENSIONS MANUFACTURERS _ " ARE MINIMUMS - REFER TO 'Ii- '" ^^� r "' ll -1Tl=ir - CONCRETE THRUST BLOCK 12^ RECOMMENDATIONS DETAIL FOR BEARING DATA) MIN LATERAL PLUGGED CROSS TEE TAPPED 2" PLUG, CAP CONCRETE THRUST BLOCK SCHEDULE OR OTHER FITTINGS AS O. . REQUIRED (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FITTING 900BEND, TEE, OR 45' 22 1 /2' 11 1 /4' SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 4 01 .9 01 .3 6 04.0 02.1 01 .3 -- - - :-. 8 07. 1 03.9 02.0 01 .3 ,. 12 16.0 08.8 04.5 02.3 s + 3'0"IN 16 28.4 15.5 08.0 04.0 24 64.0 34.9 18.1 09.1 RETAINER GLAND DITCH LINE 2'-0" 1 4'-0" ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN MIN. MIN, MAX. ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO PLAN COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STESSES, USE THE FOLLOWING EQUATION RETAINER GLAND(S) BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) QUANTITY BASED ON PIPE SIZE NOTES: STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. 1 . CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 1 . END OF LINE BLOW OFFS 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE. 2. BLIND TEES 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 3. BLIND CROSSES 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 4. VERTICAL BENDS 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINTOREGON DEPARTMENT OF TRANSPORTATION 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRADDLE BLOCK STRESS(ES) STATED IN THE SPECIAL PROVISIONS. city Of Tigard 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECIDENCE OVER DETAIL rtI41392 ��CFssBEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE FEET. %N MAIN/�� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY THRUST BLOCK DETAILN cwm = APPROVED BY KSM DESIGNED BY: COT RECORD 96029 30 �•" DRAFTED BY GOT SHEET SARAH NO. DRAWING 4/01/15 : WATERLINE DETAILS 28-37 Sec . 2 , T. 2 S . , R . 1W, W. M . 46V- 129 18" CAST IRON 910 BOXES 3'-0" 6'-0" FINISHED GRADE 4" MAX. ALL JOINTS TO BE RESTRAINED SEE SPECIAL PROVISIONS FOR MANUFACTURER AND MODEL INFORMATION TYP GATE VALVE 2" BRASS PLUG HAND TIGHT (SEE DETAIL NO. 503) 2' ADAPTER COPPER SWEAT TO FIPT 2" COPPER TUBING (TYPICAL) I 2" ELL COPPER SLIP 2" ADAPTER COPPER TYPICAL: SWEAT TO MIPT MECHANICAL FIELD CONCRETE PIER BLOCK RESTRAINT REQUIRED 2" TAPPED JOINT PLUG OR M.J. CAP WITH RETAINER NOTE: M.J. CAP WITH THREADED BRASS PIPING GLAND - SEE SPECIAL PROVISIONS FOR MAY BE USED IN PLACE OF RECOMMENDED MANUFACTURER AND MODEL COPPER TUBING PERMANENT STREET PLUG OR VERTICAL BEND RETRAINT DETAIL EDGE OF PAVEMENT PHASE BREAK MJ GATE VALVE AND VALVE BOX � 1 '-0" COMPLETE REQUIRED yk i a\iA�iT\�. :� . a\i A�,��.5� � ,✓T i. A,V��/iii UNDISTURBED EARTH MECHANICAL FIELD RESTRAINT REQUIRED o BE DETERMINE IN THE FIELD OREGON DEPARTMENT OF TRANSPORTATION TEMPORARY pPAOFCity of Tigard MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY 2" STANDARD BLOWOFF DETAIL cm> �c OREGON � � APPROVED BY: OM RECORD 96029 �``A<y enAAH9�`�`vv DRAM ". Wr SHEET DRAWING 4/01/15 WATERLINE DETAILS NO. REs: iz/si/__ 2B- 38 Sec . 2 , T. 2 S. , R . 1W, W. M . 46V- 129 2" CARV TO BE INSTALLED IN 249906"02" POLYMER CONCRETE METER BOX ARMORCAST (A6001974 PCX12) 2" AIR--& VACUUM VALVE (2" CARV) SIDEWALK . O 0 2" TYPE "K" COPPER PIPE 2" 90' STREET ELL BR. � 2" TEE BR. 2" PLUG BR. 2" IPTX compression MJ X TAPPED + 2" rigid type K" corporation 2" TEE + copper ® 1% slope 2" Bross 90' bend 2"NIPPLE BR. — 6" LONG 2" Bross 90' bend J CONCRETE PAD 16" woter pipe 2" COUPLING BR. 2" BALL VALVE: FORD B84-777 WQNL, MUELLER B-25122N, OR APPROVED EQUAL SHALLOW COVER CARV CONNECTION DETAIL N.T.S. NOTES: 2" CORPORATION STOP (MIPT x COMPRESSION) MUELLER B-25028N, FORD FB1100-70NL, 1 . ALL 2' COPPER PIPE SHALL BE RIGID. OR APPROVED EQUAL 2. SLOPE COPPER TUBE FROM MAIN UP TO AIR VALVE 1 % MIN. 3. PROVIDED & INSTALLED BY CONTRACTOR. 4. CARV TO BE A.R.I. D-040 2" BARAK 2" COMBINATION AIR & VACUUM VALVE OREGON DEPARTMENT OF TRANSPORTATION �Q�p PROFFss City of Tigard IN 'R I40 `�°P/�� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY cim �c OREGON y" APPROVED BY: KSM (�c f�(� � �(�,'�1,4Y DESIGNED BY: COT RECORD 96029 ��(y 30. , �\v DRAFTED BY COT SHEET DRAWING $ARAN 4/01/15 WATERLINE DETAILS NO EXPIRES: 12/31/_ 28-39 46V-129 Finish grade of planter Standard curb with gutter Standard curb with gutter Top of curb Gutter elevation Concrete curb Sidewalk B Top of sidewalk , . c d d°.. ° To of weir Existin slo e varies e S=0% Refer to concrete curb, tall detail on Be » 6» » ASSA& AMe 10 m in. Refer to concrete curb, " n 4 tall detail on sheet 2B-4 _ ° . ° Concrete curb — A !l 2" of aggregate base iI 11 11 1 = Grout to provide B Grout to provide —III III — waterproof seal Width per plan waterproof seal Width per plan TYPICAL WEIR CHECK DAM DETAIL TYPICAL WEIR CHECK DAM DETAIL SECTION A-A PLAN VIEW N.T.S. N.T.S. Curb cut, see concrete curb, tall detail on sheet 2B-4 for Standard concrete curb dimensions & spacing Top of tall curb ed Finish grade ay d of planter "A 'a a.61 ° ! ° .. ..3" min. ° ° Top of sidewalk °.1 min.,..' d ° 44 A °- ° ° ° e Finish grade RECORD D RAW I N G d . ° d e. 6 ° ° of planter r OREGON DEPARTMENT OF TRANSPORTATION //�� Harper Houf Peterson Righellis Inc. N 6" Thkn. �p PROFFs EN Spk..S S•PLANNERS•LANDSCAPE ARCHITECTS.1131hp, SURVEYORS 205 SE Spokane StreeS Stile 200 Po,OanQ OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 s 19,138 �1P/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY �- I 11 I I1 I I1 I OREGON APPROVED BY: BRA/AJI �Ci�Y 15, �� DESIGNED BY: HHPR TYPICAL WEIR CHECK DAM DETAIL n/S P DRAFTED BY: HHPR SHEET ti SECTION B-B A' BE "°' N.r.s. PLANTER WEIR DETAILS 2B-40 EXPIRES: 12/31/15 46V-129 11"0 BOLT CIRCLE(VERIFY Wl POLE MNF) Lu K Q v POLE & LIGHT #3 SSPACED VERT FIXTURE AS SPECIFIED 35OHOOKS,°HOOKS, 1/4" STEEL LEVELING PLATE— P SAME SHAPE AS BASE HANDHOLE OR Y4"CHAMFER TYP "0TYP TRANSFORMER BASE EXISTING GROUND COVER SHROUD (FINISH GRADE) / EXTENSION&THREAD LENGTH PER POLE Ir MANUFACTURER GROUT (CHAMFER) 3/4"x4' GALVANIZED STEEL ANCHOR BOLTS, #3 HOOPS SPACED (4)#6 BARS EQUALLY `_4 @ 12"O.C.VERT SPACED IN A CIRCULAR 4 REQUIRED MINIMUM W/135°HOOKS,TYP PATTERN,W/12"HOOKS ® ° a AT BOTTOM UTILITY VAULT x ° hi 20R—LB-10—PGE z Q 9 ° PRECAST FOOTING �.� � PLANTER TOP SOILMF • - 18" DEPTH (TYP) , • SPACED DEACHUAY SPACED EACH WAY OQ U '\ OF&BOTTOM ,� �/ •' ` •� r �/ IRM,UNDISTURBED SOIL OR CDMPACTED 1"O ASTM A307 OR BOLTS } 1 STRUCTURAL FILL W/STD NUT @ W RAT EMBED CONDUIT — SEE •I z XEND.(VERIFY W/P NF).EMBED J TC WITHIN 3"CLR OF OM ELECTRICAL DWG. Q OF FOOTING ' f C14 Cp Harper 0 POLE BASE DETAIL '�• `� A„c _ Houf Peterson P. Righellis Inc. TIGARD MAIN STRE 1/0 GROUND CONDUCTOR f !' m„-„ M ° TIGARD,OREGON . Tic R E V S O N S ,yN12011 SES°k'” •°'Nn4oai pM1onr CONNECTED TO GROUND LUG IN BASE OF POLE SPREAD FOUNDATION DETAIL 2'-0" N.T.S. DIA OREGON DEPARTMENT OF TRANSPORTATION SPECIAL FOUNDA TION DETAIL Harper xouf Peterson RighelT S- SUR V D PROFFs P ENGINEERS•GLANNERS•LANDSCAPEA.1131 CTS• SURVEYORS 205 SE Spokane StreeS Stile 200 Po�Oand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 G �C, I NES /� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 19,138 y MAIN STREET AS-BUILTSPREPARED BY) WASHINGTON COUNTY %61 APPROVED BY: BRA/AJI DESIGNED BY: HHPR DRAFTED BY: HHPR SHEET N0. RECORD D RAW I N G LIGHT POLE FOUNDATION DETAILS 2B-41 EXPIRES: 12/31/15 E) PIPE USE / INSTALLATION CRITERIA TERMINAL ALTERNATE MATERIALS APPURTENANCES EXTENSION 0ZHEL CAL CORRUGATED METAL RIGID SPECIAL MANHOLES INLETS 46V-129 i2 W PIPE - ARCH = TREATMENT x ALUMINUM ALUMINIZED OR GALVANIZED IRON AND STEEL PRE-CAST CONCRETE CONC TYPE O m a CIRCULAR OR ELLIPTICAL HELICAL CROSS- W Lr m SIZE OF CORRUGATIONS SIZE OF CORRUGATIONS PLUM ItElllr. 2 p' SECTIONAL w a^ Q y 6 RT RIVETED, WELDED OR LOCK SEAM LOCK SEAM RIVETED, WELDED OR LOCK SEAM LOCK SEAM c a /z"x /4" %'x /p s"x I" CO TNG SMOOTH WALL SPIRAL Poe COATING o z z a W w Lo EHG7 0¢ W o _ W I%z"x y® "x® s"x®® SY Ye X u�saual Nm®®II ® ® ®®® 'x ye ®®® p, W W x W a Lod DIMENSION W p W =ti a/ Y PLATE PLATE PLATE PLATE PLATE PLATE SIZE IN (Inches) Sese 3 w j� = W = W 2p W y V C O � � if •T11'O.C.C �"X�" if if � � f 71Y QC. 3{'X�' � � E'o yj � H Y .�, 2 NaF Fa W u � F Or F F F F= Or u " - N 15 6 8 10 12 15 18 24 EWN SPAN RISE E h`< TH(N THIN THKN TH(N tll(N TH(N cv in a>> Hb 2 W W W < w 1 In cm Rpe I. x)" Iz•o.a W W X)• Iz"ac W R R s cn RADJI >>>.,,x C W W y w .. •IOF'O.C. "' a •I<'f"O.C. - '. REMARKS p LENGTH IN FEET SIZE !Feet-Inches) ¢�''''' p a=a x w �. /ya Ilnches) (Inches! Ilnchm) gg c Rnches) onches) (Inches! ' IFeetl Ilnl H W ~ p' (Feet) anchest!Feet! Jndres Zpi h 3 a PLATE TH(N,finches! pg �, �, PLATE THIN.(Imhesl �, d o �, eW 3 0.7 7 35 12 0 4 1.8 32 29 10 Atrium Inlet 5 1.8 6 Cleanout 6 25 s 39 12 Exist. G-2 "T 7 5A 6 Cleanout 8 25 e5 3.7 12 Atrium inlet 11 5.2 6.2 12 -/ �/ Filter MH 12 24 6 Cleanout 13 0 21 35 12 1 05 4e V/ 22 12 V V/ Shallow MH 2 1.7 17 3.3 10 Cleanout 2 1.7 22 1/ 3.3 10 Cleanout 3 1.5 30 29 6 Atrium Inlet 4 3 6 Cleanout 5 23 10 Filter catchbasin 9 3 12 le 10 1A s 3.8 12 FI/ter cotchbasin 11 45 4 6.2 12 13 25 2 4.3 12 14 1.5 27 2 10 Atrium inlet 15 4 10 1 2.3 79 5.2 12 60" manhole 1 0.3 11 52112 60" manhole 8 1.2 36 2 6 Cleanout 9 24 6 Atrium inlet 10 IA 23e 3.8 12 Shallow manhole 10 0.8 18 3.8 12 Shallow manhole 10 05 31 3.8 12 Shallow manhole 12 26 6 Atrium Inlet 13 1.7[17 3.2 10 V Atrium Inlet 13 1.5 2.8 6 �/ Atrium inlet 14 12 2.8 6 �/ Atrium Inlet 151.3 23 6 Cleanout 16 1A 22 6 Atrium in/et 17 1.7 6 Cleanout 18 1.5 29 27 10 Atrium Inlet 119! 9 lA ss 22 6 Cleanout 20 IA s7 25 6 Atrium Inlet 21 1.8 6 # I I Cleanout GENERAL NOTES. (I)Cross-sectional shape of pipe normal to longitudinal NOTE: RECORD D RAW I N r 1. A check f VI indicates column heading applies. axis, prior to loading This is a list of the most common drainage Standard Drawings used on projects. It does not contain sanitary sewer drawings, 2. A new pipe culvert installation shall be of like A = Pipe - Arch nor does it contain the more unique drainage items. Consult the construction notes for all standard drawing references. material throughout. R = Round J. Extension of existing metal culverts may be of E = Elliptical (5% nominal elongation) ■ RD300 Trench Backfill, Bedding, Pipe Zone And ■ RD346 Large Precast Manhole unlike metal or corrugations. For connecting details. Multiple Installations ❑ RD348 Manhole With Inlet ]� OREGON DEPARTMENT OF TRANSPORTATION see Standard Drg. No. RD326. Minimum allowable diameter for Class 1 nonreinforced ■ RD302 Street Cut ❑ RD352 Outside Drop Manholes 4. Dimensions shown are nominal. concrete pipe is 15". ❑ RD304 Arch Pipe Backfill/Compaction ■ RD356 Manhole Covers And Frames 5. All pipes shall conform to the AASHTO specification ❑ RD312 Subsurface Drain ❑ RD358 Manhole Slope Protectors Harper HOU!Peterson Rl hellis Inc. applicable for the type of material and the diameter !�Abbreviations for prptective coatings for metal pipe ❑ RD314 Open Grade HMAC Drainage Details ❑ RD360 Manhole Frame Adjustment g of the pipe involved. PM = Polymeric, Y4" thkn. coated both sides ❑ RD316 Sloped Ends For Metal Pipes ■ RD364 Concrete Inlets Types G-1, G-2 & G-2M ��p PROFF E N G I N E E R S.P L A N N E R 5.LANDSCAPE ARCHITECTS. SURVEYOR S thylene inside lining, polymeric outside 11PO = PolyeRD318 Sloped Ends For Concrete Pipecrete Inlets Type CG-1, CG-2 �G n� zo5SESNkflufle ��,S-LS te20 P,� ��a.oe 97202 pl o3zz,.u31- a�„,-D,f,,,,503,f,,,,f,,,,503,221,1171:5oa. 1., , U = Uncoated 11RD320 Paved End Slope For Cul ❑ RD366 Con verts And Curb Inlet Channel ` J CIM = Chevron industrial membrane 5'-0" Maximum Pipe Size 1:1RD368 Concrete Inlets Ty ME, M-0. B And B-SL Cj G I N E FOOTNOTESs Ep = Epoxy coated EIRD322 Safety End Section Metal Pipe 13RD370 Ditch Inlet Type D G �' MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) Design height of cover is the critical design height s Abbreviations for existin ❑ RD324 Safety End Section Concrete Pipe ■ RD372 Concrete Inlets Type CG-3 GV w 19138 y Q 9 9 i9 Q pipe materials ❑ RD326 Coupling Bands For Corrugated Metal Pipe ❑ RD374 Area Drainage Basin Or Field Inlet ' � MAIN STREET used to select pipe materials. The height of cover AB Asbestos cement ❑ RD328 Slotted C.M.P. Drain Details ❑ RD376 Miscellaneous Drainage Structures for any given run of pipe may vary. Design height Al = Corrugated aluminum ❑ RD330 Metal Pipe Slope Anchors Siphon Box & Inlet Adj. Cap WASHINGTON COUNTY of cover shall be measured to subgrade. Co = Concrete 11RD336 Standard Storm Sewer Manhole ❑ RD380 Fill Height Table - Alum. & Steel Corrugated PI = Plastic ❑ RD340 Storm Sewer Pollution Control Manhole ❑ RD382 Fill Height Table - Alum. & Steel Pipe Arch Cross-sectional dimensions may vary with different St Corrugated steel ■ RD342 Shallow Manholes ❑ RD384 Fill Height Table - Alum. & Steel Spiral Rib Pipe OREGON APPROVED BY: BRA/AJI (02 materials. When galvanized iron or steel and aluminum X Other material, see remarks column ❑ RD344 Standard 48" Diameter Manhole ■ RD386 Fill Height Table - Concrete Pipe �(� 1 are acceptable alternates use a separate line for each Base Section �Y l5 1�� DESIGNED BY: HHPR type of material. DRAFTED BY: HHPR y9is A BEP SHEET N0. PIPE DATA SHEET NO EXPIRES: 12/31/15 E) PIPE USE / INSTALLATION CRITERIA TERMINAL ALTERNATE MATERIALS APPURTENANCES EXTENSION czHEL CAL CORRUGATED METAL RIGID SPECIAL MANHOLES INLETS 46V-129 i2 W PIPE - ARCH = TREATMENT x ALUMINUM ALUMINIZED OR GALVANIZED IRON AND STEEL PRE CAST CONCRETE CONC TYPE O UJ a CIRCULAR OR ELLIPTICALHELICALCROSS- W Lr m SIZE OF CORRUGATIONS SIZE OF CORRUGATIONS PLUM RFJNF. 2 0- SECTIONAL w a^ Q y 6 RT RIVETED, WELDED OR LOCK SEAM LOCK SEAM RIVETED, WELDED OR LOCK SEAM LOCK SEAM c �_ Q x o /2"x /4" %"x /p 3"x I" COATING SMOOTH WALL SPIRAL RIB COATING o 2 d o Welded ENGT o¢� w z o�� a � � = I%z"x �/<" "x r/p 3"x I" SMOOTHL SPIRAL PoB I- � � A(•x 3F �~ w W x W a Lod DIMENSIHRA W o W W =ti ,� W pLp ® PLATE ® PLATE ®® ®® PLATE ® PLATE ® PLAIE ®®® ®®® �' g N W = SIZE IN (Inches! sen , N i NaF Fa •TIN O.C. 3W x If" •TTY ac. 3F•x/4 8 W d N � ERFLOW ASSEMBLY W u F or F F F F Or 1 u 6 8 10 12 15 18 24 EWN. SPAN RISE Q h < TKN. N THIN• THKN THIN. Ld TIIX N THIN N rn a>> o - !-t �, Hb 2 W W W W 'znG woe Q N•x)" Iz•O.C.oW •x r• Iz"ac. W ,� cn >>>.,,t W W y W .. •fl�f•o.c. "' •) -o.c REMARKS LENGTH IN FEET SIZE !Feet-Inches) ¢�''''' o a=a x w �. Na finches) (Inches) Orch.) g c Orches) finches) (Inches) ' T-fl Iln) $g p (Feet)UncMsl!Feet! Z'i Zai 2�i h 3 PLATE THN finches! pg PLATE iIKN Ouches! �, d o a ffi �, eW 4 23 10 Filter catchbasin J§235 2�2 3.6 12 ss 3.6 12 vI 1.8 6 Cleanout AD21 1.8 10 Atrium Inlet 3 2.1 6 1/ Atrium Inlet 42 3.8 6 �/ Atrium Inlet 3.3 6 Cleanout 91 6.1 1227 6.1 12 6.1 125 3.4 10 Atrium inlet 1 1.8 6 Cleanout 3 1.1 14 2.3 10 Atrium Inlet 3 05 21 23 10 Atrium inlet 4 0 64 4.5 12 60" manhole 4 0 27 �/ 4.5 12 60" manhole 4 02 1� 4. 1 manhole 5 23 12 Filter oatchbosin 6 3.6 12 CO Exist manhole 7 1 1 1 1 1 1 1 15 6 Cleanout 8 3 92 6.1 12 9 1.71 79 V1 16.0 12 Flat top manhole 9 3A 2s 6A 12 Flat to manhole 10 5.7 6 Cleanout 11 3.5 ss 4.8 4 ][ 12 4.8 4 Cleanout GENERAL NOTES. (I)Cross-sectional shape of pipe normal to longitudinal NOTE: RECORD D RAW I N r 1. A check ( VI indicates column heading applies. axis, prior to loading This is a list of the most common drainage Standard Drawings used on projects. It does not contain sanitary sewer drawings, 2. A new pipe culvert installation shall be of like A = Pipe - Arch nor does it contain the more unique drainage items. Consult the construction notes for all standard drawing references. material throughout. R = Round J. Extension of existing meta/ culverts may be of E = Elliptical (5% nominal elongation) ■ RD300 Trench Backfill, Bedding, Pipe Zone And ■ RD346 Large Precast Manhole unlike metal or corrugations. For connecting details. Multiple Installations ❑ RD348 Manhole With Inlet ]� OREGON DEPARTMENT OF TRANSPORTATION see Standard Drg. No. RD326. Minimum allowable diameter for Class 1 nonreinforced ■ RD302 Street Cut ❑ RD352 Outside Drop Manholes 4. Dimensions shown are nominal. concrete pipe is 15". ❑ RD304 Arch Pipe Backfill/Compaction ■ RD356 Manhole Covers And Frames 5. All pipes shall conform to the AASHTO specification ❑ RD312 Subsurface Drain ❑ RD358 Manhole Slope Protectors Harper HOUf Peterson Rl hellis Inc. applicable for the type of material and the diameter l�5 Abbreviations for prptective coatings for metal pipe ❑ RD314 Open Grade HMAC Drainage Details ■ RD360 Manhole Frame Adjustment g of the pipe involved. PM = Polymeric, Y4" thkn. coated both sides ❑ RD316 Sloped Ends For Metal Pipes ■ RD364 Concrete Inlets Types G-1, G-2 & G-2M ��p PROFF E N G I N E E R S.P L A N N E R S.LANDSCAPE ARCHITECTS. SURVEYOR S thylene inside lining, polymeric outside 11PO = PolyeRD318 Sloped Ends For Concrete Pipecrete Inlets Type CG-1, CG-2 �G n� zo5SESNkflufl �o e ��,S-LS Remo eo� ��a.oe 97202„r 0322,.1131- a�„,-D,f,,,,503,f,,,,f,,,,503,221,1171:5oa. r., , U = Uncoated 11RD320 Paved End Slope For Cul ❑ RD366 Con verts And Curb Inlet Channel ` J CIM = Chevron industrial membrane 5'-0" Maximum Pipe Size 1:1RD368 Concrete Inlets Ty ME, M-0. B And B-SL Cj G I N E FOOTNOTE& Ep = Epoxy coated EIRD322 Safety End Section Metal Pipe 13RD370 Ditch Inlet Type D G � '6' � MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) r Design height of cover is the critical design height s Abbreviations for existin ❑ RD324 Safety End Section Concrete Pipe ■ RD372 Concrete Inlets Type CG-3 GV w 19138 y g 9 9 i9 y pipe materials ❑ RD326 Coupling Bands For Corrugated Metal Pipe ❑ RD374 Area Drainage Basin Or Field Inlet ' � MAIN STREET used to select pipe materials. The height of cover AB Asbestos cement ❑ RD328 Slotted C.M.P. Drain Details ❑ RD376 Miscellaneous Drainage Structures for any given run of pipe may vary. Design height Al = Corrugated aluminum ❑ RD330 Metal Pipe Slope Anchors Siphon Box & Inlet Adj. Cap WASHINGTON COUNTY of cover shall be measured to subgrade. Co = Concrete ■ RD336 Standard Storm Sewer Manhole ❑ RD380 Fill Height Table - Alum. & Steel Corrugated PI = Plastic ■ RD340 Storm Sewer Pollution Control Manhole ❑ RD382 Fill Height Table - Alum. & Steel Pipe Arch Cross-sectional dimensions may vary with different St Corrugated steel ■ RD342 Shallow Manholes ❑ RD384 Fill Height Table - Alum. & Steel Spiral Rib Pipe OREGON APPROVED BY: BRA/AJI (02 materials. When galvanized iron or steel and aluminum X Other material, see remarks column ■ RD344 Standard 48" Diameter Manhole ■ RD386 Fill Height Table - Concrete Pipe �(� 1 are acceptable alternates use a separate line for each Base Section �Y l5 1�� DESIGNED BY: HHPR type of material. DRAFTED BY: HHPR y9is A BEP SHEET N0. PIPE DATA SHEET 2D-2 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Pea S� 0 0 �e�P' Ease 00. 22+50.06 - }- �O 0 61.19' L Q 22+48.66 P �p .. ��.� �� • ..•s 51.12' L ;,�. .. •:'• •:�.� `sem � X56, -.. .: `;. . , ;.•• 57�,,, L ��,o� \ s / Ste, ,... . Y• ,. ,'• L �O�%' �� do 19 / �°) N40° 16' 29.03"E �h. L=45.72' �Ox PT.- 22+40.37 QG N L=164.58 N o LA d=69.85ry J n 12 N R=135.00 N o N T=94.27 N 22-.00 21+0` ;...::: .. 33.86' R � 21+15.77 028.65' Main St. :. ^ R const centerline n ,. . .. ructio •• 6.83 Temp, E � Areo0 2 3 33.74' R ° e work 33.60' R RECORD D RAW I N C 7T[-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. S0 ,��D PROFFs SES SURVEYOR NEERS•PLANNERS•LANDSCAPE ARCHITECTS• SURVES 0 'O 20 205 SE Spokane StreeS Stile 200 PoROanQ OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 �5 GINE s% SCALE 1" = 20' Proposed construction �G w� 19,138 �� MAIN ST: OR99 MAIN AST SIL TREET (TIGARD) easement shown thus: t AS-BUILTS PREPARED B10 WASHINGTON COUNTY (unless otherwise noted) 11 OREGON APPROVED BY: BRA/AJI 15, 1� DESIGNED BY: HHPR DRAFTED BY: HHPR ti9is' A BEP SHEET N0. RIGHT OF WAY&ALIGNMENT 3 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. DWY 1 46V-129 17 6 .. J \. 23 0 `G OJ�1 18 5 18 �` i o P \O 8 P 20 typ• 3 18 4 18 11 / 16 a0 o Refer to sheet 2B-23 for detailed / grading plan / ; 22 8 / 7 / 13 21 Q) // . ... 10 1 12 typ. o so / ) CD 10 � 12 typ. 25 � 24 12 typ.�2�'`00 Pl/ 5 "o 19 p'\ p 00 13 19 �o 00 13 `S/ 22�C/ �,`s o 8 — 3 — — \ r r ` 20 t 15 e . : ° 13 �0 1 13 ° ;.. 18 10 1Mar 8 18 —_ — — — — 0 18 14 4 18 18 3 RECORD DRAWING 11r-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFsE N E E R S-G L A N NE RS•LANDSCAPE ARCHITECTS• SURVEYORS 205 SESE S Spokane StreeS Stile 200 Po�O-anQOOR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 s w� 19,138 ��/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI Ci�Y �� DESIGNED BY: HHPR 0 10 20 �iy 15' �� DRAFTED BY: HHPR A B�P SHEET SCALE: 1"= 20' N0. EXPIRES: 12/31/15 GENERAL CONSTRUCTION 3A Sec. 2, T. 2 S., R. 1 W, W.M. CONSTRUCTION NOTES: 46V-129 OConst. curb and gutter, 1 g Protect extg. landscape area. (See drg. no. RD700) (For details see sht. 2B-12 thur 2B-30) 20 Const. 4" wide conc. curb cut. (For details, see sht. 2B-1) ONot used. 21 Sto. 22+53.61, 17.33' Lt O3 Const. concrete curb, tall. Const. Survey Monument Box (For details, see sht. 2B-4) See Detail Sht. 2B-4 O4 Const. P.C. conc. sidewalk, 22 Sto. 22+57.35, 17.56' Lt (See drg. no. RD720) O Const. Survey Monument Box (For details see sht. 2B-12 thur 2B-30) See Detail Sht. 2B-4 OConst. P.C. conc. sidewalk ramp. 23 Relocate existing ped. (See drg. no. RD755, RD756, RD757 & RD759) pole outside new walk (For details see sht. 2B-12 thur 2B-30) 24 Modify existing ped. pole OConst. reinforced P.C. conc. driveway. button to 42" above walk (For details, see sht. 2B-5 & 2B-12 thur. 2B-30) 25 Repair sand pocket and OConst. P.C. conc. crosswalk transition panel. protect existing loop wires (For details, see sht. 2B-7 & 2B-12 thur 2B-30) Og Match new curb and walk into extg. curb and sidewalk as shown. Og Not used. 10 Const. landscape area. (For details, see GN shts.) 11 Const. P.C. conc. crosswalk. (For details, see sht. 2B-7 & 2B-12 thur 2B-30) 12 Const. 12" wide conc. curb cut. (For details, see sht. 2B-3) 13 Minor adjust extg. structure. RECORD D RAW I N G 14 Protect extg. fire hydrant. 771r-- OREGON DEPARTMENT OF TRANSPORTATION 15 Protect extg. sidewalk. Harper Houf Peterson Righellis Inc. ENGINEERS.PLANNERS.LANDSCAPE ARCHITECTS. SURVEYORS 16 Nat Used. �G5. 1IoF�/� 205 SC SNkane SN-L Snide00 2Portland,OR 97202 pl-5032211131 iv—Wp,—D,fax 503.221.1171 O1 Const. asphalt approach. ��`�� 19,138 �P/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET (For details, see sht. 2B-5) t AS-BUILTS PREPARED B10 WASHINGTON COUNTY OInst. flag sleeve. OREGON APPROVED BY: BRA/AJI 1 g �G�Y 1�01 DESIGNED BY: HHPR (For details, see sht. 2B-1) � 15+ �� DRAFTED BY: HHPR A B�P FHEET N0. CONSTRUCTION NOTES A-2 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 190 180 L rz rn a; 170 Ln r< o 4.379 Ex g. ground lin 160 5 ' V.C. Start of Pro ect Sta. 0+53.81 0 150 � rofile prade N I� N el- 00 N -F- 140 Exc. 968 C.Y. mb. 3 C.Y. 20 00 21 00 22+00 22 66 RECORD DRAWING MAIN STREET OREGON DEPARTMENT OF TRANSPORTATION SCALE. 1" = 20' (Horiz.) 1" = 10' (Vert.) Harper Houf Peterson Righellis Inc. ,��Q,�DPROFFs EH I—S—sSP2ANNERs.LANpBCAPEA.1131 Cip--f.VEYORS 2055E Spoke Stteet,Si.200 Portland,OR 9'1202 phone:503.221.]]3]www.IJipc.com f:503.22].11]1 s 19,138 41 /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET Bl ALTS PREPARED B WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI Y 15 �gg1 DESIGNED BY: HHPR ,C� DRAFTED BY: HHPR y9�s A B�P SHEET NO. 15 PROFILE VIEW F36 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 14 8 C 6" Drain — 84.7' a 10 20 SCALE: 1" = 20' \� Swale Am ' � � MAIN St' '� - - - - - - - - 10" � 4.4' 13 CD 5 o� 2 7 SD S® 12" S PN F X00 LINE c e � 5 \B ti Fr, —A 11 \ PGAS _ E.. 5 / 9 a a \ .4 / 0 C5 / 4 3 0 RORD DRAWING 10" — 7.0' s 6" Drain — 37.3' OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ��DPROFFs EH k-5—sSP2ANNERs.LANpBCAPEA.1131 Jili,—IRVEYORS 2055E Spoke Stteet,Sirite 200 Portland,OR 9'1202 phone:503.221.]]3]www.IJ,pc.com f—503.221.1171 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) A, 75,063 lP MAIN STREET (ORIGINAL SlE WASHINGTON COUNTY 1; OREGON V APPROVED BY: AJI/BRA FC DESIGNED BY: HHPR O O 29,T .�� DRAFTED BY: HHPR <�44A R IE MPP SHEET NO. EXPIRES: 12/31/ DRAINAGE&UTILITIES 3C Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 OConst. swale A, see detail sht 2B-2 10 Not used O Const. swale B, see detail sht 2B-2 11 Sta. "�" 22+34, 7561t. Stormwater Quality Facility OSta. "CL" 20+97.51, 15.95Rt. Install Filter Manhole =Sto. "STI" 0+00.00 Const. over extg storm sew. pipe Const. shallow manhole over extg. storm sew. Field Verify Rim and F.L. Elevations Inst. 10" RCP Class IV - 7.0' Sump per manufactures recommendations 5' depth WQ storm event peak flow. 0.50cfs (For profile, see sht. 3C-3) 25yr storm event peak flow. 6.Ocfs (For Shallow manhole see CWS std. drg. no. 050, (For filter manhole detail, see sht. 2B-33) see sht. 28-9) Sta. "�" 22+31.76, 18.22Rt O4 Sta. "�" 20+96, 22' Rt. 12 =Sta. "ST3" 0+46.87 =Sta. "STI" 0+06.97 Const. cleanout Const. atrium inlet (For profile, see sht. 3C-3) Inst. 6" drain pipe - 37.3' 5' depth (For profile, see sht. 3C-3) Sta. "�" 22+57.16, 0.50'Rt (For Atrium inlet see detail, sht. 28) 13 =Sta. "ST3" 0+00.00 Connect 8" conc. SD Const. shallow manhole over extg. storm sewer Inst. 10" RCP Class V - 20.6' O5 Sta. "CL" 20+64.19, 18.90'Rt. 5' depth =Sto. "STI" 0+44.25 (For profile, see sht. 3C-3) Const. cleanout (For Shallow manhole see CWS std. drg. no. 050, see (For profile, see sht. 3C-3) sht. 2B-9) (For Cleanout detail, see sht. 2B-2) © Sta. "CL" 22+14.00, 39.931t. 14 Const. 10 LF 6" PVC pipe =Sta. "ST2" 0+00.00 for future Strom connection Repour top of existing CB Inst. 10" storm sew. pipe - 4.4' 5' depth OSta. "CL" 20+88.44, 43.99'L t. =Sto. "ST2" 0+89.15 Const. cleanout (For profile, see sht. 3C-3) ® Sta. "CL" 22+14.21, 44.361t. =Sto. "ST2" 0+04.43 Const. atrium inlet Inst. 6" drain pipe - 84.7' 5' depth (For profile, see sht. 3C-3) Const. planter C, see detail sht 2B RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.L02ph.LANDSCAPEARCHITECTSEChp-f.- RVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES /yMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA ?i� QFC 29'20 DESIGNED BY: HHPR DRAFTED BY: HHPR <�444A R IE MQQ� SHEET N0. DRAINAGE&UTILITY NOTES 3C-2 EXPIRES: 12/31/ 165 165 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 tg. ground @ pipe 164 Proposed ground 164 164 164 ® Pipe Fxtg. g ound @ pipe 163 � 163 163 163 Const. Shallow Manhole � Sto. "STI" 0+00.00 162 162 Sto. "�" 20+97.51, 15.95' Rt 162 162 Rim 162.69 F.L. in 159.40 (10" S) Const. Cleanout 161 161 F.L. out 159.18 (12" N) 161 1611 Sto. "ST1" 0+44.25 Sto. "q" 20+64.19, 18.90' Rt Const. Atrium Inlet Rim 163.52 160 160 Sto. "ST1" 0+06.97 160 r�'n' 160 F.L. out 161.00 (6" SE) Sto. "�" 20+97.79, 22.92' Rt 3', / Propos d ground Rim 162.35 159 3 11591 159 9 pipe 159 F.L. in 159.56 (6" NW) F.L. out 159.46 (10" N) C st. At ium In et 0+00 10" St rm Pi e, 0 55 St . "ST2" 0+04.43 158 158 7.0, 0 80q 158 Exgt. Concrete Inlet Sto. 22+14. 21, 44. 6 Lt "ST1" LINE Sto. "ST2" -0+00.00 Rit n 158.()6 Sto. "q" 22+14.00, 39.93' Lt Tr F.A. in 1 4.43 " W 157 Rim 158.03 F.I.. out 54.33 10" SE) 159 159 F.L. in 154.29 (10" NW) F.L. out 154.08 (12" SE) 156 -111 156 158 413/0 Extg. round @ pipe 1586 11 rain, 4 , 2 155 Proposed ground 155 157 © pipe 157 Const. Cle nout Const. Atrium Inlet 154 Sto. "ST2" 0+89. 5 154 Sto. "ST3" 0+20.60 +88. ' Lt- 156 156 Sto. "�" 22+56.68, 21.09' Rt Rim 162.2 Exist. fiber optic conduit bank Rim 156.17 153 F.L. out 1 6.54 ( " E) 153 F L. in 153.94 (6" SW) (1.9' wide X 2' deep) Con ect to Extg. oncret Inlet 155 155 F.L. out 153.94 (10 NW) 152 10" CP Cl ss V, .4 L.F, 1.00 152 Const. Cleanout Sta. "ST3" 0+46.87 154 154 Sta. "�" 22+31.76, 18.22' Rt 0 0 1+00 Const. Shallow Manhole 151 151 Sta. "ST3" 0+00.00 Rim 155.92 F.L. out 154.07 (6" NE) "ST2" LINE Sto. "�" 22+57.16, 0.50' Rt 153 153 Rim 156.43 2 .3, d 09� 177[1-- OREGON DEPARTMENT OF TRANSPORTATION F.L. in 153.67 (10 SE) F.L. in 152.67 (12" S) 152 152 Harper Houf Peterson Righellis Inc. F.L. out 152.67 12" N ENGINEERS PLANNERS-LANDSCAPE ARCHITECTS.SURVEYORS 10)) CP CI ss V, ,��D PROFFs 205 SE Sp.k-Skeet.S,Di 200 Portland,OR 97202 phone:503.221.1131.1hp-fax 503.221.1171 151 20. 0.50 a 151 c��w�75,063 E MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) Dist. 8" woterli e r MAIN STREET 150 (TD be abandoned) 150 fOR1G1KM7TT= WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA O+OO Q 16Q 2� 6 29,T 00 �� DESIGNED BY: HHPR 149 149 V q DRAFTED BY: HHPR SHEET �'1ARIE0 No. "ST3" LINE RECORD D RAW I N GEXPIRES: 12/31/ DRAINAGE&UTILITY PROFILES 3C-3 Sec. 2, T. 2 S., R. 1 W, W.M. 4-1/2" GAS / 9 9 / 46V-129 off, � 1 / ,•.• 9 9 2 V. O1100 2 6 a r- � 7 TC Z�Z�JZi1-z aiTF- iJZL _ 12 sPN / o� 12„ SD F 1 \ �'`oe AQAW S \N SPM Fo 0 tisPN GPS110 m ,�. . . 1 2 I� 003 T EXISTING SHEE SEEMOLITIOD SIDEWALK DLIONTS AL 5 � _ _ 8 1 2 3 a � O Iq � CONSTRUCTION NOTES: LEGEND. PROTECT ALL STRUCTURES L Remove extg. sidewalk NOT SHOWN TO BE RECORD DRAWING O Remove extg. curb — — SAWCUT LINE REMOVEDIDEMOLISHED 11r-- OREGON DEPARTMENT OF TRANSPORTATION LProtect extg. hydrant AC TO BE REMOVED Harper Houf Peterson Righellis Inc. 4 Not Used ��D PROFF ENGI Spk..S S•PLANNERS•LAN ph.APE ARCHITECTS.1131 • SURVEYORS O 'Q 20 205 SE Spokane StreeS Stile 200 PoHOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 �`� ss SCALE: 1" = 20' L Remove extg. street light G �G I NES' �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) cw 19,138 P y MAIN STREET L Not Used WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI L Not Used ��/�Y 15, '\ DRAFTED DESIGNED BY: HHPR DRAFTED BY: HHPR L8 Remove extg. storm line / catch basin y'9/S q gEP SHEET N0. ( ) Remove extg. tree EXPIRES: 12/31/15 REMOVAL PLAN 3D Sec. 2 , T. 2 S . , R . 1W, W. M . WATERLINE NOTES 46V- 129 � X s Removed extg. 12' gate valve Extg. 12' water pipe 12" long pattern solid sleeve NWY•) 12" water pipe — 8' (south) PACIFIC Class 52 D.LP., 5' depth 9W ( GENERAL NOTES 12" MJ butterfly valve OR9\ gas _ 1+25 Wat 1 =1. P.O.C.= OX. POINT , OF CONNEC77fCT10N TO 20+64.60 30.2' Rt. CIL i EXISDNG WATER ODOT R1W %?��\ 12'x8' M✓XFLG tee SERVICE 8'c �9 As 8' FLGxMJ gate valve (east) ' CE Connected to extg. 12' water pipe (south) 2. EXISTING WATER SERW 2 / ; \ Restrained fittings, bends, pipe (typical). LINES AND MAINLINE " 8 23. 1 See connection detail, lower left Q ABANDONED IN PLACE — O1+64.3 Wat 1 g 20+80.9, 5.5' Lt. CIL 3 8" 22.5' horiz. bend. ., , . 4 �" water pipe — 85. T � . WAT 1 LINE "�� - lass l 5 h � r ' dept Extg. valve o O 5 2+50 5Wa D1 P 3 t + '�A 21+78.30 31.5' Lt. CIL ", 0\ "DI CV — ® -<'% M 8' 11.25' horiz. bend. 1 — 8' water pipe — 21.8' O \ Class 52 D.I.P., 5' depth k \ � � 8' — 85. 7' \ 00 O4 2+71.9 Wat 1 = \ 22+06.81 36. 1 ' LL CIL \ 8' – 21.8' I A 8" – 51.3' 8' Vert. bend \ I 8" water pipe – 51.3' \ Class 52 D.LP., 5' depth USAN SAN N SAN 3+23. 1 Wat 1 = — so SD 1 22+66.9, 26.6' Rt. CIL GAs cA' - ? GAs GAs — cAS — GAS — GAS GAs — cas €€ 8" 11.25' horiz. bend Fo 8" water pipe – 23. 1 ' \ _ Class 52 D.I.P., 5' depth --- - "4 � � LINE O Cut pipe and capped 8" waterline. See detail below. Abandoned 8" MAIN STREET water pipe in — �A Unmarked f " copper removed to lace a` Storm Drainage Pipe. Installed 1 " ' g corporation stop. RECORD 96029 — 12' solid sleeve SS ((� MAIN ST VILLAGE AT FANNO CREEK DRAWING 4/p�/�5 12" MJ butterfly valve � 1 � Extg. Thrust Block Ext OREGON DEPARTMENT OF TRANSPORTATION 8x6" Hot Top i 8-1Y extg. 8 `W Abandoned City of Tigard in place Q�pPROF<Cs Poured Thrust Block N tV�4� 14,392 �vP/may MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 12 x8" MJxFLG tee 8' Ca / Q r MAIN STREET 6, /� P WASHINGTON COUNTY x N and 8" FLGxMJ Extg. hydrant J Cryo, w � ^ gate valve valve �gOREG090� v APPROVED BY DESIGNED BY COTS Extg. hydrant J 30, DRAFTED BY: COT PmTosed SCALE: 1 " = 20' 1 CONNECTION DETAIL <y BARAH WATERLINE PLAN SHEET OO WATERLINE TERMINATION DETAIL N.T.S. N.T.S. 20' 10' 0 20' EXPEIM, 12/31/ STA. 1+25 TO STA. 3+40 "WAT 1" 3E Sec. 2 , T. 2 S. , R . 1W, W. M . 46V- 129 164 Extg. grade ® l pipe N 1+25 Wot 1 . , 12'x8 MJxFLG tee, 8' GxM✓ gate valve 2+76. Wat 1 Existin 12^SD crossing 760 Class 52 DIP ;H h 156 R o +93.9 Wat 1 wi os Line crossing 20+80.9, 5.5' Lt. CIL 2+50 W t 1 = 8' 22.5' Horiz. Bend, 21+78.Jp 31.5' Lt. CIL 152 8' WAT IE.• 158.0 Vert. bend 8' WATE.• 154.6f 3+23.2 Wat 1 = 2+71.9 Wat = 22+66 .9s 32.0' LL CIL 48 11.25' horiz. bend Vert. bend A 8' WAT IE. 112.01 2+81.9 Wat 1 WAT TIE. 152. 9± 144 - Extg. elevation ® cl pipe DATUM ELEV 140. 000 Q3N N N O N N �- of N O cp Q0 HS Q0EO h h n h h Co 1 +00 7 +50 2+00 2+50 3+ 00 OREGON DEPARTMENT OF TRANSPORTATION MAIN ST WATERLINE (WAT 1 ) PROFILE J?� GIN41,392R'�� City of Tigard HORIT: 1 "=4' MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) VERT: 1 "=4' MAIN STREET WASHINGTON COUNTY C1V11. N APPROVE° 8Y: KSM DESIGNED BY! COT RECORD 960293p' �„�� °RA`TE° BY °°T SHEET BgppH WATERLINE PROFILE No. DRAWING 4/01/15 1EXPIM: 12/31/_ STA, 1+25 TO STA. 3+40 "WAT 1" 3E-2 Sec. 2, T. 2 S., R. 1 W, W.M. 6V-129 23+27.51 23+27.05 1 23+67.72 60.88' L 50.00' L TIGARD CYCLE -25+12.35 WEI LI ACCUPUNCTURE 55.44' L 7 AVES LABS VACANT 12551 DOUBLE J CACHE 50.00' L 12575 23+27.21 , - 12571 12549 , ..: 1254925+12.3 Eased Work Area 52.85 L - Temp Ease.�WonArea 45.00 L5 Tem 7 R W - - `� : t . �. - 1 �� R W • r .,s• • 123+67.26 45.00' L {, (j,23+13.20 23+27.95 i ` o 43.52' L 42.85' L L=64.84 � d=19.30 . . :.: ' • .' Main St. o R=192.50 MAIN S I construction � T=32.73 centerline 24+00 5+00 N N59. 34' 28.95"E N _ 00 - L=712.18' 2 -PT 23+50.93 cn o 0 0 23+53.01 'w..'• t': :f. •s• •4. X 35.00 R N40° 16 29.03"E f� L=45.72' � " `••�• R W 25+02.73 . . :. i 35.00' R Ext R W YTemp. Ease--Work Area 25+02.73 _R,W PRO DESIGN SOLUTIONS KA MAX'S BREW PUB I ' 40.00 R 12568 566 12562 22+36.83 23+54.18 33.74' R 40.20' R RECORD D RAW I N G 0 10 20 771 OREGON DEPARTMENT OF TRANSPORTATION SCALE: ,"= 20' Harper Houf Peterson Righellis Inc. _Work Area ��D PROFF EH NEERs.P2ANNERs.7a2os�aPE AR1t rE�hp-f 5EYoRs 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 TernP Ease G� C, I NEB's- MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 23+64.41 Proposed construction A' 19,138 'f' MAIN STREET 22+5 7 Q� 85.85' R easement shown thus: AS-BUILTS PREPARED BY) WASHINGTON COUNTY .63' ��0 (unless otherwise noted) OREGON APPROVED BY: BRA/AJI 2/�Y115 g�1 DESIGNED BY: HHPR PQ �y'�is 15 DRAFTED BY: HHPR SHEET A• B` N0. EXPIRES: 12/31/15 RIGHT OF WAY&ALIGNMENT 4 1 Sec. 2, T. 2 S., R. 1 W, W.M. 4 V-129 WE/ LI ACCUPUNCTURE P ' TIGARD CYCLE Refer to sheet 12575 AVES LABS VACANT 12551 DOUBLE J CACHE 19 , 19 12571 12549 4 12549 14 9 21 t 2B-17 for detailed _� 4 grading plan `. ; yp 4 22 26 3 typ 25 16 a w. m .. a d 20 22 20 , . 15 .y 1 4 20 ; 20 20 20 6 1 20 5 - �'� 6 0 3 27 22 18 I 12 DWY �0 22 23 I 8 24 typ. 6 X00 13 °;a°'.••x. Wy 24+00 1 _ MAIN S I . 5+00 • • :R3.00 0 23 22 0 — �:•eeb•• ° 12 wY 2 •• 18 2 �o 7 typ. 20 20 6 20 1 4 20 20 g 21 21 2 I 120 , CD s. v ,,.•. . r 0 Q C:) 0 28 — WY Y. v- b .. •v. °v 22 3 6 15 :,. 6 t r J 5 14 .m .:,a.:m�',A•ya, �: .Y�: ••� wY 19 • WY a 4.: • A ` MAX'S BREW PUB 4 R2.00 2 4 PRO DESIGN SOLUTIONS 12562 ' 12568 P a 4 25 t 1 Y 1 KARATE ® — -— - 12566 O • 9 22- 2 — •. 1 a 2 15 854.48 g 1 15 ` RECORD DRAWING 22 RZs oo ° a 16 1[ OREGON DEPARTMENT OF TRANSPORTATION N) Harper Houf Peterson Righellis Inc. ENGINEERS.PLANN ERS.LANDSCAPE ARCHITECTS.SURVEYORS • 1 ,��D PROFFs[� 205 SE Spokane Skeet,S,Hi 200 Portland,OR 97202 phone:503.221.1131.1hpr.com fax:503.221.1171 P � /y MAIN ST: OR99 CORRIDOR (TIGARD)A, 19,138 � MAPLEWOOD DR MAINSTREET (P IVATE) 0 10 20 AS-BUILTS PR WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI SCALE: 1"= 20' `2i�Y 15 1go� DESIGNED BY: HHPR DRAFTED BY: HHPR y9�s A. gEP SHEET O a EXPIRES: 12/31/15 GENERAL CONSTRUCTION PLAN 4A Sec. 2, T. 2 S., R. 1 W, W.M. CONSTRUCTION NOTES: 46V-129 OConst. curb and gutter. 1 g Const. asphalt approach. (For details see sht. 2B-12 thur 2B-30) (For details, see sht. 28-5) OConst. standard curb. 2Q Inst. flag sleeve. (See drg. no. RD700) (For details, see sht. 2B-1) (For details see sht. 2B-12 thur 2B-30) O 21 Core 1 1/4" I.D. 6" deep vertical hole in O3 Const. concrete curb, tall. extg. concrete, spaced 25' O.C. minimally. (For details, see sht. 28-4) O 22 Const. landscape area. O4 Const. P.C. conc. sidewalk, (For details, see GN sheets) (For details see sht. 28-12 thur 28-30) 23 Const. Reinforced conc. pavement 8" thick. OConst. P.C. conc. sidewalk ramp. (For details, see sht. 28-8) (For details see sht. 2B-12 thur 2B-30) 24 O Const. reinforced P.C. conc. driveway. Const. 12" wide concrete curb cut.6 y. (For details, see sht. 2B-1) (For details, see sht. 2B-5 & 2B-12 thur 2B-30) O7 Const. P.C. conc. crosswalk transition panel. 25 Const. 4" wide conc. curb cut. (For details, see sht. 2B-6 & 2B-12 thur 2B-30) For details, see sht. 2B-4 OConst. conc. island, type A, 26 Const. Standard Curb non–mountable cut through design. Sto. 23+41.99, 40.43; Lt to (See drg. nos. RD705 & RD710) Sto. 23+73.53. 40.08 Lt (For details see sht. 2B-12 thur 2B-30) 27 Sto. 22+99.92, 12.14' Lt O9 Match new curb and walk into Const. Survey Monument Box extg. curb and sidewalk See Detail Sht. 23-4 as shown. 28 Const. commercial driveway per COT Std. Detail 1 Q Not used. 11 Not used. 12 Const. P.C. conc. crosswalk. (For details, see sht. 28-6 & 2B-12 thur 2B-30) 13 Const. expansion joint with poured seal. RECORD D RAW I N G (See drg. no. BR140) 14 Const. expansion joint with poured seal. 1[FOREGON DEPARTMENT OF TRANSPORTATION (See drg. no. BR157) Harper Houf Peterson Righellis Inc. 15 Protect extg. sidewalk. �� PROFFs ENGINEERS"`A""E"""A"""`A`E21A131 ARCHITECTS hp—f.SURVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 O s 16 Protect extg. landscape area. �v� 19,138 ��'/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) r MAIN STREET 17 Match extg. private walkway/paving. WASHINGTON COUNTY OOREGON APPROVED BY: BRA/AJI 1 g Const. modified curb, 2' wide X 8" deep conc. ✓G�y �g�1 DESIGNED BY: HHPR (For details, see sht. 2B-8) �y9/ 15, P,C'�� DRAFTED BY: HHPR SHEET S A. BG GENERAL CONSTRUCTION NOTES N0. 4A-2 NO. EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 180 17d I CArn N N 16 Profi*/a grade @ —2.5010.1 2.71 7. —2.40q —0.60% C.3090 0.0 15 E tg. gr and liri e @ BE ginning of bridge Ci im act p net 14 "' Sta: 24+95 03 N + + Sta 25+1 .29 13 Exc 968 T.Y. Emb. 35 Y. 22-54 23-00 241-00 25-00 25-55 RECORD DRAWING MAIN STREET OREGON DEPARTMENT OF TRANSPORTATION SCALE: 1" = 20' (Horiz.) 1" = 10' (Vert.) Harper Houf Peterson Righellis Inc. ,��Q,�DPROFFs EH I—S—sSP2ANNERs.LANpBCAPEA.1131 Cip--f.VEYORS 2055E Spoke Stteet,Si.200 Portland,OR 9'1202 phone:503.221.]]3]www.IJipc.com f:503.22].11]1 s 19,138 41 /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET Bl ALTS PREPARED B WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI Y 15 �gg1 DESIGNED BY: HHPR ,C� DRAFTED BY: HHPR y9�s A B�P SHEET NO. PROFILE VIEW 46 EXPIRES: 12/31/15 F Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 4 6 3 2 15 9 WEI LI ACCUPUNCTURE /�� A VES sAs LABS VACANT _ CLE DOUBLE J CACHE I 12575 12571 12549 �° 12o ° 125 9 0 a i N .< ...:, ..• ' ,'°'. ,. •,:. ® 4`112 CA S' p ' = i 10" — 16.1' ° ..• ;fie — •2'1:•7':. Planter Di ) i G Z } 6 Drain — 29.1' CID 10" — 47.7' No MAIN ST. QTI -p 6" Drain — 26.3' — 0 + �— D � Z LIN 10" — 1.2' 12" — 3.1' 8 SAN— S SAN SAN SAN SAN 0 0 Ea - F F� WFO FO T FO E 5 PRO DESIGN SOLUTIONS 13 11<46ME MAX'S BREW PUB 12568 ?5664< 12562_ - 14 a 1 11 10 RECORD DRAWING d 1 77[l OREGON DEPARTMENT OF TRANSPORTATION / Harper Houf Peterson Righellis Inc. ��D PROFF EH I SH-,Si.-PLANNERS-LANDSCAPE ARCHITECTS.1131p--f VEYORS 2055E Spoke Stteet,Sirite 200 Portland,OR 9'1202 phone:503.221.]]3]www.IJipc.com f:503.22].11]1 75,063 �P/� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) l MAIN STREET G�O — IE WASHINGTON COUNTY k ORIGINAL SIG0 10 20 -7 OREGON p APPROVED BY: AJI/BRA DESIGNED BY: HHPR SCALE: 1" = 20' Q C' 29,2 .�� DRAFTED BY: HHPR <�ti1A R IE MPP SHEET ° ° NO. EXPIRES: 12/31/ DRAINAGE&UTILITIES 4C Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 O Sto. "r," 24+15.13, 20.45Rt. O9 Sta. "1" 24+89.15, 29.501 t =Sta. "ST19" 10+00.00 =Sta. "ST5" 0+52.07 Const. Large shallow manhole Const. Concrete Inlet over extg storm sew. pipes (For profile, see sht. 4C-3) Inst. 10" DIP - 47.7' (For Inlet detail, see sht. 28-10) 5' depth (For profile, see sht. 4C-4) 1 p Sta. "1" 24+82.42, 19.00'Rt (For Shallow manhole see CWS std. drg. no. 050, =Sta. "ST5" 0+03.10 see sht. 28-9) Const. Deep Filter Catchbosin (2-cart) Inst. 12" RCP Class IV - 49.0' O Sto. "1" 24+14.12, 27.25Lt 5' depth =Sta. "ST4" 10+00.00 (For profile, see sht. 4C-3) =Sto. "ST19" 10+47.71 (For detail, see sht. 28-32) Const. cleanout Inst. 6" DIP - 21.7' 5' depth (For profile, see sht. 4C-3) 11 Sta. "1" 24+82.39, 22.1'Rt Inst. 10" DIP - 16.1' =Sta. "ST5" 0+00.00 5' depth Connect to extg storm sew. pipe (For profile, see sht. 4C-4) Inst. 12" Storm pipe - 3.2' 10' depth (For profile, see sht. 4C-3) O3 Sto. "1" 23+92.41, 27.34'L t =Sta. "ST4" 9+78.29 12 Not Used Const. atrium inlet Inst. 6" drain pipe - 29.1' 5' depth (For profile, see sht. 4C-3) 13 Sta. "1" 24+06.36, 20.24Rt =Sto. "ST 15" 0+00.00 Connect to extg storm sew. pipe O4 Sto. "1" 23+63.29, 27.47'Lt Inst. 10" Storm pipe - 1.2' =Sta. "ST4" 9+48.16 5' depth Const. cleanout (For profile, see sht. 4C-3) (For profile, see sht. 4C-3) 14 Sta. "1" 22+56.68, 21.09'Rt =Sta. "ST3" 0+20.60 O5 Sto. "1" 24+06.41, 19.00'Rt Const. atrium inlet =Sta. "ST15" 0+01.24 Inst. 6" drain pipe - 26.3' Const. Deep Filter Catchbasin (2-cart) 5' depth (For profile, see sht. 4C-3) (For profile, see sht. 3C-3) (For detail, see sht. 28-31) 15 Sta. "1" 24+13.82, 43.30'L t =Sto. "ST19" 10+63.77 OConst. G-2 inlet 6 Const. planter D, see detail sheet 28 (For profile, see sht. 4C-4) (For detail, see ODOT Std. dwg. no RD364) O Not Used ® Not Used RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.L02ph.LANDSCAPEARCHITECTSEChp-f.- RVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES' /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 2� 6 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�444A R IE MQQ� SHEET N0. DRAINAGE&UTILITY NOTES 4C-2 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. Const. Cleanout 46V-129 156 FSto. "ST4" 9+49.16 Sto. "�" 23+63.29, 27.47' Lt Rim 153.28 F.L. out 150.54 (6" NE) 156 154 154 ons . Concrele Inlet Proposed g and Sta. T5" 0452.07 155 @ pipe 155 153 Sta. "q- 24+89.15, 9.50' t 153 E tg. ground @ Rim 1 1.66 ropbsed g ound 154 P e q 154 152 F.L. out 148. 9 (12" E) @ pie 52 r 153 153 151 Ext . ground 151 pipe 152 —1-52 150 150 6„ Drain, 6" 151 149 12" PVC lass V, 149 151 29 p 98 21.7; Sta. "S14" 10+00.00 1.19,' , Sto "ST19" 10+47.71 150 150 Sta. "c/1" 24+14.99, 27.24' Lt. 148 Q 148 2' gas Exist. F.L. in 149.90 (6" SW) 12" Storm Pipe, 3.1', Exist xi 4. gas F.L. in 149.70 (10 NW) 5.97% 2" gas 4.5" as 149 149 147 147 F.L. out 149.70 (10" SE) Connect to ex pipe „ Cons'. Atriu Inlet Sto. "ST5" 0+00.00 Prop. 8 sa ita1 b Cit 148 „ 148 Sto. "�" 24+82.39, 22.10' Rt 146 (IE u known) 146 Sta. "q" 23 +92.41i 27.34' Lt F.L. in 145.28 (12" NW) Sta Corsi."ST5'PO+03.10 Filref a c asin —Cart. 147 Rim 152.85 147 145 St "�" 4+82. 2, 19. 0' Rt 145 Extg. ground F.L. but 15 NE) 10 00 10 20 154 PIPe 154 0+00 F.L. in 144.45 (1 " NW) 0+80 146 1 1 1 1 146 Propo ed ground 144 F.L. out 1#7.33 2" SE 144 "514" LINE 153 @ PIpf 153 "515" LINE Const. Deep Filter Cotchbosin ( —C rt.) Sta. "ST15" 0+01.24 152 152 Sto. "�" 24+06.41, 19.00' Rt RIm 152.17 L. out 148.38 (10" SE) 151 151 RECORD D RAW I N G 150 150 77[1-- OREGON DEPARTMENT OF TRANSPORTATION e 1.2 2.00q 12" st Harper Houf Peterson Righellis Inc. 10" Storm Pipe,' Ck PROFF EH NEERs.P2ANNERs.722osCaPE ARCHITECTShp—f.VEYoRs 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 Connect to ex pipe 14 149 G� �� t NE � MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) Sto. "ST15" 0+00.00 w 75,063 'f' r MAIN STREET Sta. "q" 24+06.36, 20.24' RL 148 148 fOR1G1KM7TT= WASHINGTON COUNTY F.L. in 148.36 (10" NW) 0 00 0 25 '7 OREGON APPROVED BY: AJI/BRA ?i 6 �O�' �(/ DESIGNED BY: HHPR 14 147 �� C 29'2 � DRAFTED BY: HHPR "ST15" LINE <4444ARIE0P� SHEET N0. DRAINAGE&UTILITY PLAN 4C-3 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 156 156 ropos d grou d 15 90 pipe q 155 Const. Cleanout Sto. "ST19" 10+47.71 Sto. "ST4" 10+00.00 154 Extq. Qround 154 Sto. "q" 24+14.12, 27.25' Lt © pip q Rim 152.97 153 153 F.L. in 149.74 (10" NW) F.L. in 149.74 (6" SW) F.L. out 149.74 (10" SE) 152 J 152 151 151 150 150 Const. G-2 Inlet Const. Shallow Manhole PVC, Sta. "ST19" 10+63.77 Sta. "ST19" 10+00.00 14 47. 1.0 %---�iExist. 149 Sta. "�" 24+13.82, 43.30' Lt Sto. "�" 24+15.13, 20.45' Rt Rim 152.20 Rim 152.05 F.gas F.L. out 149.90 (10" SE) F.L. in 148.19 (12" SW) 148 Ljot DIP, 148 F.L. in 148.29 (12" SW) 16. ', 1.00 V. F.L. in 148.74 (10" NW) F.L. out 147.99 (12" NE) 14 147 146 Prop. 8" 146 10 00 (I unknown) 10480 RECORD D RAW I N G 14 145 77[1-- OREGON DEPARTMENT OF TRANSPORTATION "S119" LINE � Harper Houf Peterson RighIT ellis Inc. PROFFs 2 R 1 205 S[:S�okanc Siic.c.i,Suiic.200 Ponland,OR 97202�IioncA00 221.111..I.hhpr-T -.s.SOJ 2211r,I s G �C, I NES' /yMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 11- 6 C 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�441A R IE MQQ� SHEET N0. DRAINAGE&UTILITY PLAN 4C-4 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 AVES LABS TIGARD CYCLE I WEI LI ACCUPUNCTURE12551 12575 12571 VACANT _ 6 DOUBLE J CACHE 2 1 PROTECT EXISTING 12549 549 AS 1 2' STORM DRAIN ° o a � 4 — — — — — 24111� GA - c 10 4 ' 2 A i � z Z7JrrU 11z �1rv1 O1r 1 _ 9 I 24+00 V I 5+00 PROTECT EXISTING I V1 MAIN STREET 10 I z SANITARY SEWER MANHOLE & FABRI CA TED 1 7 7711/-/7 * CURB/SIDEWALK g,OVER - N S SAN = SAN SAN F 0 W Fry — .F� — �' . a / a DESI GLSOLLI TUN — — — — / 12568 4 8 2 1 ' w 2 LEGEND: 5 5 2 1 6 PROTECT ALL STRUCTURES MAX'S BREW PUB I • � a •' - SAWCUT LINE v.., NOT SHOWN TO BE 1 12562 REMO VED/DEMOLI SHED 1 2 AC TO BE REMOVED , , — CONSTRUCRON NOTES: • ° O Remove extg. sidewalk RECORD D RAW I N G 1 O Remove extg. curb 10 Remove extg. ground light –8 5)N, I 3 Not used 11 OREGON DEPARTMENT OF TRANSPORTATION a O 4 Remove extg. street light Harper Houf Peterson Righellis Inc. O Q,�D PROF�C � ENSpk..S S•PLANNERS-LANDSCAPE ph A.1131 CTS• SURVEYORS 0 10 20 • • 205 SE Spokane StreeS Stile 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 � s S�A�E: ,° = zo QQ\� O Remove extg. tree G� �� I NES s, MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) w 19,138 _ y ° O r MAIN STREET Remove extg' traffic structure WASHINGTON COUNTY CPQ 07 Not used OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR ° O8 Remove extg. catch basin DRAFTED BY: HHPR y'9/S A BSP SHEET N0. O9 Plug and abandon extg. storm line REMOVAL PLAN 4D 1 EXPIRES: 12/31/15 Sec. 2 , T. 2 S . , R . 1W, W. M . � 46V- 129 WEI,Ll AVES LABS- 12571 1 TIGARD CYCLE & SK1- 12551 DOUBLE ✓ ACCUPUNCTURE P.O.C. P.O.C. CACHE- 12549 I 12575 SL GREEN 8" — 4 Il N CONSTRUCTION 6 7 $ 9 O Y 2 — u ' 12559 A i Z w 3 C) 3 P.O.C. � c 3 - -8 4' 35.9.' B ca 4 Repair Sleeve o- � - GAS — O GAS �; 10 C) A, p 1 1 6' — 17.8' �� cA d+' _ ��V ! BAS — S -- G 'S ---- C _ 6" - 6' . A,� i 169' � "WAT 1 " LIN 5 MAIN STREET z 24 + 00 — — i _ 25+ 00 - 8' oo N 2 "ss "C/L" LINE N GENERAL NOTES SAN AN SDbN — 1. P.O.C.= APPROX. POl OF CONNECAON TO F tEL IX/SANG WATER " 0 SERVICE c -- p FO 2. D(ISANG WATER SERVICE = e e I — — — — � — — — — — -- ro LINES AND MAINLINE ` E v , Extg. 8' water pipe \ ABNdDONED IN PLACE — �% ' abandoned in place \ SCALE: 1 '� = 20' am N I PRODESIGN SOLUTIONS P.O.C. \ ?„112568 Q ",,V � FANNO CRK BR�t��Uffe 20' m' 20' WATERLINE NO $ P.O.C. Og 5+61.3 Wat 1 = OA 5+93.2 Wat 1 = 25+ 18. 1, 38.4' Lt. CIL RECORD 96029 Oj 3+46.39 W4. 1 t O 5+ 150. Wat 1 = 24+86.2, 38.4' Lt. CIL 8' 11.25' horiz. bend. 4�01�15 22+98.5, LG t Lt. CIL 24450.8, 13' Lt. CIL 8' vert. bend DRAWING 8'x6' MJxFLG tee 8' 45' horiz. bend. 8' water pipe — 24' OB 5+97.3 Wat 1 = 25+22. 1, 39.4' Lt. CIL er 6' water pipe — 19.2' (north) 8' water pipe — 35.9' Class er D.I.P., 3' depth 8' 11.25' horiz. bend. Class 52 D.I.P., 5' depth Class 52 D.LP., 5' depth OREGON DEPARTMENT OF TRANSPORTATION 8' water pipe — 153.2' (east) O 5+51.3 Wat 1 = O9 2' A.R.I D-040 CARV assembly in water Class 52 D.I.P., 5' depth 24+76.2, 38.4' Lt. CIL meter box. Cil of Tigard Restrained fittings, bends, pipe (typical) 8' 45' horiz. bend. t�GUN9392 93+46.4, 17.8' Lt. Wat 1 = 8' water pipe — 4. 10 5+48.6 Wat 1Class 52 D.I.P., 5' de th 24+74. 1, 36.3' Lt. C/L MAIN ST: OR99W - RAIL CORRIDOR TIGARD22+93. 1, 41.2' Lt. C/L P ) 8" MJ gate valveStd. hydrant assembly MAIN STREET 7 5+55.3 Wat 1 = O3 2' water service and meter 24+80.2, 38.4' Lt. CIL 11 Waterline hung from bridge. 8' water WASHINGTON COUNTY box. Connected to extg. 8" vert. bend as necessary. Pipe on hangres — 80' OREGON OVED BY: KSM service at extg. meter location. 8' water pipe — 6' See OBEC drawings (Shts. 92297 & y 6° DESIGNED er COT 2 Class 52 D.I.P., 5' depth 92298) for bridge crossing details. '�� 4y 30. �9 � DRAFTED BY: COT 4O 1 ' water service and meter <y WF SHeeT box for future use. 12 ' water service and meter box. Connected BARAN N to extg. service at extg. meter location. WATERLINE PLAN o. Reduced down at point of connection. lz/31/—_ STA. 3+40 TO STA. 6+26 "WAT V 4E Sec. 2, T. 2 S . , R . 1W, W. M . 46V- 129 158 - 758 Extg. grouti d A c/l pipeTop o walk O end 7+26. 1 Wat 1 of Ma n St. Bridge 156 Extg. 4- 1/2" gas crossing m a s ee Pipe 56 OAS 1E.•147.9t. Utility Raceway Under Bridge 154 2" A.R.I. D-000 CARV (Shts. 92297 & 92298) 3+ 2.2 Wat 1 = assem y. 54 23 OZ 1, 19.8' Lt. CIL A B 152 805-60 MJXFlg tee 4+38.us Wat 1 152 ass as c sing H 52 D.I.P. � N 150 " O U — 150 H to 8' Class 52 D.I.P. 148 (y 24+86. Wat 1 = 148 —� Vert. b nd38.4 146 4+ 79.6 Wat 1 8" WAT IE: 149.41- Ext ;S 10 SD 5+ 15.4 Walt= 146 cro Rsj ng 24+50.8, 13' Lt. CIL 5+48.6 Wot 1 = 5+55.3 W t 1 = 44 45' horiz. ben 24+74. 36.3' Lt. CIL 24+80.2, 38.4 Lt. CIL 3+92 Wat 1 8" MJ ate valve ' 144 E tg. elevation 8 SS crossing 8' WAT IE: 146. 71- A c// pipe SS IE.• 146.5-+ 5+5 .3 Wat 1 = 142 - , 3&4' 142 45 odz. bend 8" PAT 1E.• 146. 7-+ 140 140 N "� NN � O N h L6 N7 `'l' ) �`i N N �i �i CDLf) Ln 1 N � Ln h d- � � � � � N � N Q N N N � N N � � h h h Qr) UI 3+50 4 +00 4 +50 5+ 00 5+50 6+ 00 MAIN ST WATERLINE (WAT t ) PROFILE HORIZ: 1 "=20' VERT: 1 "=4' OREGON DEPARTMENT OF TRANSPORTATION OA 5+93.2 Wat 1 = 25+ 18. 1, 38.4' Lt, CIL 8" 11.25' horiz. bend. t14N,392 City of Tigard 5+97.3 Wat 1 = 25+22. 1, 39.4' Lt C/L8' 11.25' horiz. bend. MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY cwm N APPROVED BY: RSM DESIGNED BY COT DRAFTED BY: COT RECORD 96029 SARAN WATERLINE PROFILE SHEET DRAWING 4/01/15 EXPMES: 12/31L--..j STA. 3+40 TO STA. 6+25 "WAT 1" 4E-2 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 HILLERS EMBLEM INSURANCE AUTOMOTIVE DRIVETRAIN27+20.34 25+ 00' L 12537 12535 12533 27+21.46 PERMA—TREAT TIGARD CLEANERS KEPLERS 50.00' L 50.00 L Temp. Ease.—Work Area 45.00' L 12525 12519 UPHOLSTERY 4111 Tem . Ease.—Work Area12511R W -T 25+93.62 ' 45.00' L o r� 'r•'' o s �•r:t' Main St. •�` construction r8e• MAIN ST. centerline 26+)0 27+00N59° 34' 28.95"E 28+00 _ H— L=712.18' FO N FO FO FO FO 25+89.45 : :4..•. o oY. 30.00 R :> :•`: • Xl� .. Temp. Ease.—Work Area A—BOY 0 ❑ POWELL PAINT CENTER 12550 12540 +89.45 0.00' R RECORD DRAWING 77f[-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. , ,�DPROFFs EH I—SRsSP2ANNERs.LANpBCAPEA.1131 ARCHITECTS SURVEYORS � 10 20 2055E Spoke Stteet,Si.200 Portland,OR 9'1202 phone:503.221.]]3]www.IJ,pc.com f:503.22].11]1 SCALE: 1"= 20• G �� I NES s/� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) w 191 Proposed construction 38 MAIN STREET eosement shown thus: 10 WASHINGTON COUNTY (unless otherwise noted) eI ILT.' PREPARED e OREGON APPROVED BY: BRA/AJI Y 15 �gg1 DESIGNED BY: HHPR ,C� DRAFTED BY: HHPR y9�s A B�P SHEET NO. 15 RIGHT OF WAY&ALIGNMENT 5 EXPIRES: 12/31/ Refer to sheet Refer to Sod 2, T. 2 S., R. 1 W, W.M. 2B-20 for detailed2B-16 for detailed 46V-129 grading plan grading plan HILLERS EMBLEM INSURANCE AUTOMOTIVE DRIVETRAIN PERI r 5"25 TREAT TIGARD CLEANERS KEPLERS 13 8 24 16 8 12537 20 16 13 12535 5 ' 20 8 16 12533 19 16 13 15 19 13 21 ' 3 2812 12519 UPHOLSTERY —_ - __ 15 3 4 15 16 14 16 5 12511 21 I e e C 'v.Q•= 8 22 210 21 4 4 t Q5 wY 7 12 t 18 21 12 m 21 1 21 21 17 I - Cp = . 4 4 A.. , 4 �, o0 RAp 29 PB, --............... . ------ 10 .00 11 +)0 ..' J1 6 23 10 12 typ. 27+00 10 7 MAIN ST. 28+00 �25typ. o°o � �0 21 10 1 12 typ. wY 10 12 typ. 1 moo° o0 o 4 h' 17 �s o 3. ``� 12 TYP. o 27 typ. 00 22 : 4. 4 SS r A �F 'a •:� a _ - S Q O 13 24 15 21 4 10 21 27 typ. 21 5 4 IIIII q I�:' o 7 2 21 4 5 13 21 15 21 " 26 21 A—BOY DWY 10 POWELL PAINT CENTER 12550 15 13 21 12540 RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.L02ph. APE ARCHITECTS Chp-fRVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES' /y 19,138 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w � y r MAIN STREET WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI o io 20 �,c �G�Y 15 19'1 DESIGNED BY: HHPR SCALE: i" = 20' 'Sj9�s A B�P�� DRAFTED BY: HHPR SHEET N0. GENERAL CONSTRUCTION PLAN 5A EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. CONSTRUCTION NOTES: 46V-129 OConst. curb and gutter. 20 Const. steps. (For details see sht. 28-12 thur 28-30) (For details, see sht. 28-27) OConst. asphalt approach. 21 Inst. flag sleeve. (For details, see sht. 2B-5 & 2B-12 thur 2B-30) (For details, see sht. 2B-1) O3 Const. standard curb. 22 Core 1 1/4" I.D. 6" deep vertical hole in (For details see sht. 2B-12 thur 2B-30) existing concrete, spaced 25' O.C. minimally. O4 Const. concrete curb, tall. 23 Const. modified P.C. conc. crosswalk. (For details, see sht. 2B-4) (For details, see sht. 28-4) O5 Const. P.C. conc. sidewalk. 24 Const. expansion joint with poured seal. (For details see sht. 2B-12 thur 2B-30) 25 Const. P.C. conc. crosswalk transition panel. OConst. P.C. conc. sidewalk ramp. (For details, see sht. 2B-5) (For details see sht. 2B-12 thur 2B-30) 26 Protect extg. monument. OConst. reinforced P.C. conc. driveway. (For details, see sht. 2B-5 & 2B-12 thur 2B-30) 27 Const. 4" wide conc. curb cut. (For details, see sht. 28-4) O8 Match new curb and walk into extg. curb and sidewalk 28 Protect Existing Sign with as shown. Limited Vertical Clearance O9 Not used. 29 Trench grate flowing from curb to planter. 10 Const. landscape area. (For details, see GN shts.) 11 Const. expansion joint with poured seal. 12 Const. 12" wide conc. curb cut. (For details, see sht. 2B-1) 13 Protect extg. sidewalk. 14 Reconst. Step. RECORD D RAW I N G (For details, see sht. 2B-25) 15 Match extg. private walkway/paving. 1[ OREGON DEPARTMENT OF TRANSPORTATION 16 Const. handrailing PR Harper Houf Peterson Righellis Inc. E��NEERs.PLANNERs.LANDSCAPE ARCHIrECrs.sURVE�oRs O [� 205 SESp.k—Skeet.S,Ht 200 P.Hla.d.OR 97202 phone:503221.1131.1hpx.com f—503.221.11]1 1 Const. monolithic curb and sidewalk �� C, I NE�Us�� MAIN ST: OR99W - RAIL CORRIDOR TIGARD on top of bridge and impact panel. tv A, 19,138 �P (See detail on sht. 2B-4) r MAIN STREET WASHINGTON COUNTY 18 Minor adjust extg. structure. OREGON APPROVED BY: BRA/AJI 2i�Y 15 19'1 DESIGNED BY: HHPR DRAFTED BY: HHPR 19 Const. tall curb. y'9/S q gEP SHE GENERAL CONSTRUCTION NOTES 5A-2 NO.. EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 170 rn � CS 16 End of bridq Profile grade @ impact panel to: 2,5+97.513 Extg.1 ground line 55 0 -1.267 0.259 -0.477 _ 15 Endo bridge J o 2" RCR Class V, 78.6, U-9`17o ta: 25+85.33 G Exist. 2" Pr p. 2" 12" CP Class V, 37.2, .609 290' C. Ex 9• on Prop. xis . son wtr (unkn wn 14 "� IE on 0) r, � o + Exist. 24" C6 an 1 Extg. torm utfall Const. Lar e Man ole a Sto:2 +60.2 Connect t exgt. storm ipe Main Skeet C Sta: 26+77.56, 8. 0' L 13 Elev:143.43 Mai Street CL S a: 26 04.38, 20.74' R Rim 1 1.23 Rim 151.60 1 .L. in F.L. in 146.65 (12" NE) F.L. in 147.60 (10" ) F.L. in 147.79 10" E F.L. out 1,16.6i ( 2" SW extg. F.L. out 147. 0 (12" SW) 12 5 c. 968 C.Y. Er r7 b. 35 C.Y. 25--5r, 26-00 27-00 28-00 28 58 RECORD DRAWING MAIN STREET OREGON DEPARTMENT OF TRANSPORTATION SCALE. 1" = 20' (Horiz.) 1" = 10' (Vert.) Harper Houf Peterson Righellis Inc. ,��Q,�DPROFFs EH I—S—sSP2ANNERs.LANpBCAPEA.1131 CiS.SIIRVEYORS 2055E Spoke Stteet,Si.200 Portland,OR 9'1202 phone:503.221.]]3] f.-503.221.1171 s 19,138 41 /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET Bl ALTS PREPARED B WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI Y 15 �gg1 DESIGNED BY: HHPR ,C� DRAFTED BY: HHPR y9�s A B�P SHEET NO. 15 PROFILE VIEW F56 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 12 2 13 14 3 15 16 4 17 AUTOMOTIVE DRIVETRAIN HILLERS EMBLEM INSURANCE 12533 PERMA—TREAT TIGARD CLEANERS KEPLERS 12537 12535 D 12525 12519 UPHOLSTERY z — 12511 D Q v ° v J e. a T2 v 3 4 Plan ter JF �,, 2'5..- - - 6» Drain — 70. — ��— — — � — • ` ,<''. ,�— • '�a LP/cnter 10 — 17.3 :: Darin : . 21.0 � N6" Dram — 22.9' MAIN ST. YOe PI on t r H 4: 12 — 237.2 Nz NJ NM — — — 00 �2 FO FO LIN FO FO FO I °eese °sg.<°aPlanter E lon ter sANPlanter J SAN SAN SAN SAN `SA - — r: 6 Drain —7_56.4 VV SAN 6" Drain — 35. FO — — — fo— o b .. - - - - - - FLS E' a l: F 0. D F(J' .. d• y •tea-= "T' 'b � s` •Q• Y. .• y is ° j °. ° .I/ •t 4 I O j a0 va° v ° .Q •A—BOY I LIL FAINT CIV ILK ' P 12550 z VIII 12540 D Z 1 8 5 9 10 18 6 19 20 7 21 6" — 10.8' RECORD DRAWING 77f[-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��DPROFFs ENGINEERSI—SSP2ANNERs.LANpBCAPEA.1131 Cip.—f.SURVEYORS 2055E Spoke Stteet,Si.200 Portland,OR 9'1202 phone:503.221.]]3]www.IJipc.com f:503.22].11]1 1MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) A, 75,063 P MAIN STREET (ORIGINAL SlE WASHINGTON COUNTY 1; OREGON V APPROVED BY: AJI/BRA FC 29'T DESIGNED BY: HHPR O o to 20 �� O '�� DRAFTED BY: HHPR <�44A R IE MPP SHEET NO. SCALE: 1•= zo• DRAINAGE&UTILITIES EXPIRES: 12/31/ 5C O1 Sta. " 26+04.38, 20.74'Rt 11 Not Used Sec. 2, T. 2 S., R. 1 W, W.M. =Sta. "ST7" 0+00.00 18 Sto. "1" 49. 50Rt ST8" 0+30.86 46V-129"11 Const. Large manhole Const. atrium inlet over extg storm sew pipe 12 Sta. "ti" 26+13.93, 24.00'Lt Inst. 6" drain pipe - 28.8' Inst. 12" RCP Class IV - 78.6' =Sto. "ST6" -0+70.2OConst. atrium inlet 5' depth 5' depth (For profile, see sht. 5C-3) (For profile, see sht. 5C-5) Inst. 6" DIP - 10.8' 5' depth (For profile, see sht. 5B, 5C-5) 13 Sta. "1" 26+84.17, 24.00'Lt 1 g Sto. "4" 27+20.36, 19.50'Rt (For Manhole detail see CWS std. drg. no. 010, =Sta. "ST6" 0+00.04 =Sta. "ST8" 0+59.65 see sht. 2B-9) =Sto. "ST17" 0+17.31 Const. cleanout Const. atrium inlet Inst. 6" DIP - 55.6' O Const. planter F, see detail sht 2B Inst. 6" DIP - 25.2' 5' depth 5' depth (For profile, see sht. 5C-5) O3 Const. planter H, see detail sht 2B (For profile, see sht. 5C-3) " Sta. ti" 27+09.40, 24.00'L t 20 Sto. "1" 27+75.97, 19.50'Rt 40 Const. planter I, see detail sht 2B 14 =Sta. "ST8" 1+15.26 =Sto. "ST6" 0+25.27 Const. atrium inlet Const. atrium inlet Inst. 6" drain pipe - 56.4' O5 Const. planter E, see detail sht 2B Inst. 6" drain pipe - 21.0' 5' depth 5' depth (For profile, see sht. 5C-5) © Const. planter G, see detail sht 2B (For profile, see sht. 5C-3) O7 Const. planter J. see detail sht 2B 21 Sto. "1" 28+32.33, 19.50'Rt 15 Sta. "ti" 27+30.38, 24.00'Lt =Sto. "ST8" 1+71.62 ® Sto. "1" 26+14.93, 19.50'Rt =Sto. "ST6" 0+46.25 Const. cleanout =Sta. "ST7" 0+10.62 Const. cleanout (For profile, see sht. 5C-5) Const. cleanout Inst. 6" DIP - 16.5' Inst. 6" drain pipe - 35.9' 5' depth 5' depth (For profile, see sht. 5C-3) (For profile, see sht. 5C-5) 1 g Sta. "ti" 27+46.88, 24.00'Lt O9 Sto. "1" 26+50.93, 21.00'Rt =Sto. "ST6" 0+62.75 =Sta. "ST7" 0+46.55 Const. atrium inlet Const. Atrium inlet Inst. 6" drain pipe - 22.9' (For profile, see sht. 5C-5) 5' depth (For profile, see sht. 5C-3) 10 Sto. "1" 26+77.56, 8.00'L t =Sta. "ST8" 0+00.00 17 Sta. "ti" 27+69.76, 24.00'Lt =Sto. "ST16" 0+00.00 =Sto. "ST6" 0+85.63 Const. shallow manhole Const. cleanout Inst. 12" RCP Class IV - 237.2' (For profile, see sht. 5C-3) 5' depth Inst. 10" RCP Class IV - 48.2' 5' depth - CWS (For profile, see sht. 5B, 5C-4, 5C-5) (For Shallow Manhole see CWS drg no. 050 sht. 2B-9) RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.L02ph.LANDSCAPEARCHITECTSEChp-f.- RVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES /yMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA Q ?iF20 ��(/ DESIGNED BY: HHPR Q C 29' DRAFTED BY: HHPR <�444A R IE MQQ� SHEET N0. DRAINAGE&UTILITY NOTES 5C-2 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Const. Atrium Inlet Const. Atrium Inlet Sto. "ST6" 0+62.75 Sto. "ST6" 0+25.27 Sto. "�" 27+46.88, 24.00' Lt Sto. "�" 27+09.40, 24.00' Lt Rim 150.58 Rim 150.89 F.L. in 148.52 (6" NE) F.L. in 148.23 (6" NE) F.L. out 148.42 (6" SW) Extg. ground F.L. out 148.13 (6" SW) Proposed ground 152 @ Pipe © pipe 152 151 - - 151 Const. Atrium Inlet 150 150 Sto. "ST6" -0+70.20 6 ' Drain, Sto. "q" 26+1J.93, 24.00' Lt Ex i t. Exist. Rim 150.99 149 4.5" gas 6 ' DIP, Drai , 2„ a 22, 0.5 % 149 F.L. out 148.10 (6" NE) 0 70. 0„5 q 2 .0 25.2 0.50 0 0 148 148 Const. Cleanout V Prop. 2" Sto. "ST6" 0+85.63 147 wtr service 147 Sto. "�" 27+69.76, 24.00' Lt �, Rim 150.33 o Ex19S t. 1 JIP, F.L. out 148.63 (6" SW) 0+00 16. 0.50 1+00 146 2" as 146 Prop. Const. Atrium Inlet Exist. son Const. Cleanout wtr Sto. "ST6" 0+00.04 (unknown Sta. "ST6" 0+46.25 IE and 0) Sto. "ST17" 0+17.31 Sto. "q" 27+30.38, 24.00' Lt Sto. "q" 26+84.17, 24.00' Lt Rim 150.64 Rim 150.99 Exist. 24" F.L. in 148.33 (6" NE) F.L. in 147.75 (6" SW) son 138.i8)� F.L. out 148.33 (6" SW) RECORD DRAWING F.L. in 148.00 (6" NE) F.L. out 147.75 (10" S) 1`516" LINE OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. FIROF�/� 205SGS0ok,-SmxO,Suim200 PnI-d,0R 97202 LANDSCAPE c 0 0 2 211111�...1,1,pL nom-50,22,;;7, G Js�C, I NES' /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,06 Py � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 11- 6 C29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�4'1A R IE MQQ� SHEET N0. DRAINAGE&UTILITY PROFILES 5C-3 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 154 154 xtg. g ound 153 pipe 153 Prop sed gr and 152 ® i e 152 151 151 Const. Shallow Manhole 150 150 Sto. "ST17" 0+00.00 Sto. "ST8" 0+00.00 149 149 Sto. "�" 26+77.56, 8.00' Lt Rim 151.23 F.L. in 147.40 (12" NE) 148 148 F.L. in 147.60 (10" N) F.L. in 147.79 (10" SE) FL. out 147.40 (12" SW) 147 147 Exist. 10 RCP lass V, 146 4.5.E g°3 17. ; 0.8 % 146 0+00 0 50 145 145 "ST17" LINE RECORD DRAWING 771-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. FIR ENGINEERS.P2ANNERs.L02ph.—PE2L1131 EChp—fRVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES' /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 �P y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 11- 6 C 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�41A R IE MQQ� SHEET N0. DRAINAGE&UTILITY PROFILES 5C-4 EXPIRES: 12/31/ Sec. 2, T. 2 S. R. 1 W, W.M. Const. Cleanout Const. Atrium Inlet Const. dtrium Inlet Sto. "ST8" 1+71.62 46V-129 Sto. "ST8" 0+30.86 Sto. "ST8" 1+15.26 Sto. "�" 28+32.33, 19.50' Rt Sto. "�" 26+91.57, 19.50' Rt Sto. "�" 27+75.97, 19.50' Rt Rim 150.65 Rim 150.64 Rim 150.90 F.L. out 148.85 (6" SW) F.L. in 148.32 (6" NE) F.L. in 148.57 (6" NE) 152 niiProposed ground » 152 @ pipe 151 � 151 150 Ext groun 150 10" CP Class V, " Drain @ pi)e 6" DIP, 6" Drain, 149 30 9', 1.8 28.8', 0.301% 5tr.6% 0.30% 56.4 0.50% 149 148 o xist. 148 00 gas 0 0 Top fiber Prop. 2" 1+00 1+90 147 148. wtr se ice I 1 147 Prop. 2" wtr service Const. Cleanout Exist. son Sto. "ST8" 0+59.65 Exist. 8" (unknown Sto. "q" 27+20.36, 19.50' Rt Exist. fiber optic conduit bank Prop. 8"O 0 son IE and 0) Rim 150.39 (2.3' wide X 1.2' deep) wtr F.L. in 148.40 (6" NE) Const. Shallow Manhole Exist. 24" F.L. out 14to (6" SW) Sto. "ST8" 0+00.00 son (IE ST8 LINE Sto. "ST17" 0+00.00 138.8) Sto. "�" 26+77.56, 8.00' Lt Rim 151.23 153 153 F.L. in 147.40 (12" NE) F.L. in 147.60 (10" N) Extq. grour d F.L. in 147.79 (10" SE) 152 @ pipe 152 F.L. out 147.40 (12" SW) Proposed ground 15 @ pipe 151 Const. Cleanout - _ Sto. "ST7" 0+10.83 TF Sta. "q" 26+15.02, 21.00' Rt 150 150 RECORD D RAW I N G Rim 150.52 6" Dr in, F.L. in 148.60 (6" NE) F.L. out 148.50 (6" SW) 149 5.9' '50� 149 77[t OREGON DEPARTMENT OF TRANSPORTATION Const. Large Manhole 148 r148----Const. Atrium Inlet ENG Harper Houf I AIDIon Righellis Inc..... ?f15 SI:SP k SriiiS,S "",Prrnl:�n1 ()R J'?fl?Plrrrr 0.??1.1111 I I Pr.iom L r.Sf11.221.11 r1 Connect to exgt. storm pipe Sto. "ST7" 0+46.55 •`�� FF�'�, Sto. "ST7" -0+00.00 » Sto. "q" 26+50.93, 21.00' Rt G �� I NES �� MAIN ST. OR99W - RAIL CORRIDOR (TIGARD) Sto. "�" 26+04.38 20.74' Rt 147 6 DI ' 147 w 75 063 > Rim 150.76 � �9 Rim 151.60 ' F.L. out 148.78 (6" SW) MAIN STREET F.L. in 146.65 (12" NE) WASHINGTON COUNTY F.L. in 148.45 (6" NE) 146 LP 146 y OREGON APPROVED BY: AJI/BRA F.L. out 146.65 (12" SW) 2� C. 29,T DESIGNED BY: HHPR 0+00 0+60 �`� Q •� DRAFTED BY: HHPR SHEET 145 145 MARIE M No. "S17" LINE EXPIRES: 12/31/ DRAINAGE&UTILITY PROFILES 5C-5 Sec. 2, T. 2 S., R. 1 W, W.M. SALVAGE EXISTING REMOVE EXISTING WOOD 46V-129 CONCRETE BLOCKS AND PROTECT EXISTING SANITARY PLANTERS AND BENCHES PROVIDE TO OWNER SEWER MAN 0 E AND PROVIDE TO OWNER KEPLERS HILLERS EMBLEM INSURANCE AUTOMOTIVE DRIVETRAIN PERMA—TREAT TIGARD CLEANERS UPHOLSTERY 12537 9 1253500 2 9 12533 5 D 6 12525 12519 12511 z 1 2 J .. a v ` p. . vs v` a •v ", •' vj', •`� "� � v �v• �•• ' G v .. a •'v d. v' v e h • .dv • —r�-T — — — �—.� :• � z 11 r/ 5 / MAIN STREET G G- 26 8 7F'/�Zl�ll�/1z��7ZL�ZLT7ZTIZZT�Z7_ 5 PROTECT FO i STRU #142 ' SA N SAN IMP -F0. a FO • b S :e y r .. • •• r •r �. o • ' • " •. a e' o •a• 5 5 _ 1 2 7 6 5 7 7 � � Z 0 7 4/ a 7 1 2 v v 5 7 PROTECT EXISTING A—BOY Ln POWELL PAINT CENTER PLAZA AREA 12550 i 12540 CONSTRUCTION NOTES: O Remove extg. sidewalk LEGEND: PROTECT ALL STRUCTURES O Remove extg. curb NOT SHOWN TO BE RECORD DRAWING 3 Not used SAWCUT LINE REMOVED/DEMOLISHED OREGON DEPARTMENT OF TRANSPORTATION O Not used 1 / / /771 AC TO BE REMOVED 4 Harper Houf Peterson RighelS-Inc. ��`�D PROF�Cs ENGI NEERS•PLANNERS-LANDSCAPE ARCHITECTS• SURVEYORS 0 10 20 Remove extg. storm line catch basin manhole 205 SE Spokane S—L Stile 200 Pord-d,OR 97202 phone:503.221.1131—.hhprc fu:503.221.1171 SOAVE: ,• = 20 5 19' � 1138 s/� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) O6 Remove extg. street light r MAIN STREET WASHINGTON COUNTY O Remove extg. tree OREGON APPROVED BY: BRA/AJI � 901 DESIGNED BY: HHPR O8 Storm pipe abandoned. 0 r 1`J, 1 � DRAFTED BY: HHPR 9is A. B�P SHEET O Remove extg. stairs A. No. REMOVAL PLAN 5D EXPIRES: 12/31/15 Sec. 2, T. 2 S . , R . 1 W, W. M . li 46V- 129 HILLERS EMBLEM 5 I 12525 I 110ARD CLE4NERS- 12519 12587 AUTOMOTNE DRIVE TRAIN- 12533 P.O.C. A 1 3 4 I P.O.C. I I KEPLERS / UPHOLSTERY — — I — — — — — — — — — --- P.O.C. // I 12511 _24' L d ' X� �° 8' - 80' - AAs. 1 n _ E GENERAL NOTES N C 1. P.O.C.= APPROX. POINT O I- - - -- y - � - - - ti - - - - - - - g W 6 OF CONNEC77ON TO 12 Wq,T 1 LINE �� • � DOS77MG WATER U MAIN STREET SERVICE 11 GAS ,AS -- GAS �� - G-_, . • •. p • c G.+S' GAS GAS GAS — GAS -- GAS GAS GA` 2 EX6TAlG WATER SERVICE' LINES AND MNNL/NE s - ABMDONED /N PLACE 8" - 50. 11 ' 0 0 J� ' 0 26+ . 0 :' 27+ 00 + 8 - 12'5' 28+ 00 + 8" - 234.6' — ' Ertg. Fiber Op is _ ap — c — — rn — - no Locat — — Bridge end During Const tion 986' 10 12 "WL LAT A" LINE panels '" - See Sht. 5E-2 for Profile • TO FO FO FO ( ) �0 "C/L" LINE / ` SAN SAN o - SAN - - - - - SD - - - SDI t E I8 44 o o ov - . - e a . . . . x . > ' • - � a — 21.6 � o o � PACIFIC PAINT/FRAME CENTRAL 9 o) 12550 I < z VIII 6' - 19.6' 7HAI DELICIOUS- 12540 $ g P.O.C. 14 WATERLINE NOTES Ot Waterline hung from Bridge. 8" water pipe 6O 1 ' water service and meter t 1 8+46.9 Wat 1 = on hangers - 80. Located 24" from box. Connected to extg. 0+00 WL Lot A 14 8+46.9, 34. 1 ' Rt. Wat 1 = 9 0+34. 1 WL Lot A outside wall. See OBEC loos Shts. 92297 service at extg. meter Location. 27+55, 2.0' Rt. CIL P ( 27+55, 36. 1 ' Rt. CIL ,4 92298 for Bride crossing details. 8'x8" MJxfLG tee RECORD 96029 9 9 7+49.3 Wat 1 = Extend 8' water pipe and align for 7 8' fLGxMJ gate valve (south) O7+032 Wat 1 = 26+57.5, 2' Rt. CIL 8" water pipe - 12.5' (south) connection to extg. 8" water pipe DRAWING 4/01/1,5 26+24.9, 30.6' LL CIL 8' 45' horiz. bend. Class 52 D.LP., 5' depth after testing and disinfection. 8' MJ gate valve 8' water pipe - 98.6' Vert. bends Class 52 D.I.P., 5' depth12 8+46.90 12.5' Rt. Wat I = Temporary blowoff assembly for mom O3 6+92.2 Wat 1 = 0+ 12.5 WL Lot A testing prior to connection. OREGON DEPARTMENT OF TRANSPORTATION 26+ 17. 1, 38.4' Lt. CIL O$ Removed extg. hydrant assembly. 27+55, 14.5' Rt. CIL 8' 45* horiz. bend. Capped hydrant line at tee after conection of new main lines. 80x6" MJxFLG tea City of Tigard 8' vert. bend. 8' water pipe - 21.6' (south) !-�rGp PROFFs 8" water pipe - 7' O 12' water service and meter box. 6' water pipe - 19.6' (east) I N tf%/ Class 52, D.I.P., 5' depth Meter size to be 1 1/2 Class 52 D.I.P., 5' depth G5 �G E� 0� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) Fittings, bends, pipes restrained (typical) Reinstalled 1 112' backflow device bends as necessa See rof!le. ly 14,392 'A y / rY• P � MAIN STREET O4 6+99.2 Wat 1 = in new meter box at extg. location. O 8+60.8 12.5' Rt. Wat 1 = CIVIL WASHINGTON couNTv 26+22, 334' Lk CIL 13 8' ver,. bend. 10 2" water service and meter box for 0+ 125, 14' Lt. WL Lot A OREGON APPROVED BY: KSM 1 ' irrigation meter. Connected to 27+69, 14.5' Rt. CIL 4igy y0° .� DESIGNED BY COT 8' water pipe - 50. 1 ' extg. service at extg. meter. 30. Qr DRAFTED 6Y: COT Class 52 D.I.P., 5' depth g 9 Std. hydrant assembly O5 O 1 ' water service and meter SCALE: 1 " = 20' <y BARAH � ;MEET p 6+52.47 Watt = WATERLINE PLAN No box. 1 0 service for future use. Expansion Joint 8 10' 0 20' EXPIRMI: 12/31/— STA. 6+25 TO STA. 9+40 "WAT 1" 5E Sec. 2 , T. 2 S. , R . 1 W, W. M . 46V- 129 6+6Z 4war 1 Ertg, 12" PVC 7. sleeve Top of alk at end of 30' minimum length 8+ 0Z6 Wat 1 Main St. Bridge EAg. 12 SD crossing Extg. 4- 1/2" g crossing IE: 14&2* 8+21.6 Wat 1 t Clear) (1. In o 610 steel pe Gas crossingExt , ground G45 IE.•146.9.* Verify depth 80' utility racd way 1 t Clear 7+60.6 Wat 1 IIIIIIIIIIIIIIIIIIII,under bridge 5ee Extg. 1 SD crossing (Shts. 92297 Ic 92298). SD /f. 1 7.8.* ear +1 m ;N H • C4 "i 8" class 52 O.I.P. vi 26+ 17. 1, 4' Lt CIL 0 4P. 45' horiz. bend. Vert. bend 8" WAT /E.• 149. 11 6t .2 Wat 1 = 16+46.9 Wat 126422,-J3.40 Lt. = 45' horiz. bend. 7+49.3 +47. 1 Wat 1 7+74.5 Hot 1 = Vert bend 8" WAT 1E.• 26+5Z4o 2' Rt. CIL Prop. 12 SD Prop. 10 0 So 8 111 MJxFLG tee 145. 2t 03.2 Wat 1 = 45' hori . bend crossing crossing 6+24.9, Lt. L 13t Clear) (1.s'SO t CIIII MAIN ST WATERLINE WA 1 PROFIL Extg. Eley M✓ gatea valve ( � ® c/l pipe HOR Z: 1 "=20' / VERT: 1 "=42 NOWN b � � v � � N � � 0 ON Q) Q) O NN � tl- Ln 6+50 7+ 00 7+50 8+ 00 8+50 9 + 00 WL LAT A Keynotes 0+ 17.5 Wat Lot A 0+ 18. 7 Wot Lot A Oj Ot00 Wat Lot A = Prop. 6" SD Extg. f0" SD 0+22 Wat Lot A crossing. /E.• 148.3.* crossing. 1E.• 148.6f 1 " electrical crossing 27+55, 2.0' Rt CIL. 80x8" M✓XFLG tee 152 6" FLGxM✓ gate valve RECORD 96029 WAT lE.• 146.3E O6 0+31 Wat Lot A = 27+55, 33' Rt. CIL DRAWING 4/01/ 5 O2 0+04 Wat Lot A = 8" vert. bend I 0+20 Wof Cat A 27+55, 6' Rt. CIL WAT 1E.• 147.4. OD Frontier duct bank. Depth: (3.4'-4.6). 8" vert bend - 0 WAT Duct bank II o 11146.3E Identified 7 Ir OREGON DEPARTMENT OF TRANSPORTATION O3 0+08 Wat Lot A = O7 0+34. 11 Wat Lot A 8 during 27+55, 36. 1 ' Rt CIL construction 27+55, 10' Rt CIL Connected to extg. 8" WA vert. bend - 6 � Fss City of Tigard WAT IE unkown water pipe. PROF 1 5 O4 0+ 12.5 Wat Lot A = 0+23. 1 Wat Lot A �j�� ' 9 NEL /Dy MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 27+55, 14.5' Rt. CIL DATUM ELEV Extg. 8" water crossing: Q w 14,392 '� r MAIN STREET 8 x6" WxFLG tee. Depth - 4.7: 1E.• 146. 1f. WASHINGTON COUNTY 144. 000 o3 4 Pothole to verify depth. CmL O0+25 Wat Lot A = 3 rc OREGON g APPROVED BY: KSM 27+55, 27' Rt. CILLo t1 �A DESIGNED BY: COT 0+ 14 Wot Lot A n n � +j9 qy �g .T 8" vert. bend Ertg. lo" Conc. SS WL LAT A PROFILE �� ao, ��" DRAFTED BY COT WAT II• 1424.* Crossing. 1E.• 145.01HORIZ: 1 "=20' / VERT: 1 "=41` Y SARAN WATELINE PROFILEETHE No. 0+ 00 0+38 EXPEIM: 12/31/ STA, 6+25 TO STA. 9+40 "WAIT1" 5E-2 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 INSURANCE ` TYLER'S AUTOMOTIVE 30+43.99 KISS CAR WASH 3 29+11.91% 29+53.05 45.67' L 12475 • 12501 45.00' L 45.49' L 12485 Temp_.Ease.-Worms rea Tem Ease.-Work Area 29+13. R 41 40.00 .. w . 31+58.57 .: .n 43.43 •.. , ;• « 29+54.32 ::. :,.a f.• �.i, :.v rY •w ..S •t' •�' .; oP o o < PCC: 31+52.83 (Z) I p N N � N MAIN ST. C4 CA 29+00 N59° 34' 28.95"E 30-1-00 CD 31+00 CA L=58.05 712.18' d=16.63 PC: 30+63.11 Main St. 29+90.70 0 31+48.58 R=200.00 ry G, construction 10 Q o Q ;' < C" 23.39 R T=2 centerline 30. 0 R L=89.72 0 0 ° 6=5.82 .,. = • R 883 27 � °•'•• •°"• T=44.90 ti •; ea 9 = �, .. -W or k Area ` ' Temp. Ease. 29+90.56 ' 31+2 .41 31+48.96 46.55' R 1 28.04' R 26.28' R Temp. Ease. Work Area 30+09.78 31+28.15 R W 46.65 R-7 , 30+80.82 33.04 R 29+80.62 � 24.38' R LAB POWELL PAINT TER 40.00' R LIQUOR STORE 30+81.82 24603 SKILLS PLUS CENTER 12490 12540 TUALA71N VALLEY GLASS 29+80.48 30+09.79 29.33' R 12448 12500 56.47' R i 0-� 56.70' R SW BURNHAM ST. RECORD D RAW I N G 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH wEERs.P2AwwERs.L02ph.-PEA131 EChp-fRVEYORS 0 10 20 zos se syok.e so-�r,s.Hr�zoo eonia.a,OR 9'noz yno.e:503,221.nai.�.ntyn.�om�am.zv.un SCALE: 1" = 20' G �� I 19,133 � MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) w 8 Proposed construction r MAIN STREET easement shown thus: WASHINGTON COUNTY (unless otherwise noted) OREGON APPROVED BY: BRA/AJI 2i�Y 15 19'1 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A. gEP SNE�ET RIGHT OF WAY&ALIGNMENT 6 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 INSURANCE TYLER'S AUTOMOTIVE DWY 1 KISS CAR WASH 2 19 5 19 4 19 21 typ. 12501 17 WY 1 12485 15 18 12475 typ. 5 19 4 21 19 7 2 19 4 15 5 18 21 typ. 19 7 2 19 < Q « •,.. . , .....,a .' • .. .' . •,: ...v' 'b 4 O o .. . `�• • 20 1 10 1 10 4 6 19 7 ' I I I DWY 14 13 typ. II 24 31+00 — —{—� 29+00 22 3¢ oo g 23 — � — — — — — — MAIN ST. o ; I I 1 ,�' 19 19 19 o :. •. , I a 0 I o o 1 19 19 I I I I 12 ' r At .e. „ ° i15 5 17 14 7 2 14 17 GQ . DWY 1 15 14 17 'I 8 ' FISH FIELD LIQUOR ST01 14 15 P I Z Q LAB 33 COMPUTER 12540 TUALATIN VALLEY GLASS 12490 • • • <. 14 Q 12460 SKILLS PLUS 12500 14 I'' Z 12448 RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. FIR ENGINEERS.P2ANNERs.L02ph.—PE2L1131 EChp—fRVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 0 10 20 � so tVG w� , I N N �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) SCALE 1"= 20' MAIN STREET AS-BUILTS PR WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2i�Y 15 19'1 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A. gEP SHEET O GENERAL CONSTRUCTION PLAN 6A EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. CONSTRUCTION NOTES: 46V-129 OConst. curb and gutter. 20 Install grate. (For details see sht. 2B-12 thur 2B-30) (For details, see sht. GN-13) OConst. asphalt approach 21 Const. 4" wide conc. curb cut. (For details, see sht. 2B-5) (For details, see sht. 2B-4) O3 Not used. 22 Sto. 29+42.68, 5.00' Lt Const. Survey Monument Box OConst. modified standard curb, tall. See Detail Sht. 2B-4 (For details, see sht. 2B-4) Sto. 30+26.81, 5.00' Lt OConst. P.C. conc. sidewalk. 23 Const. Survey Monument Box (For details see sht. 28-12 thur 28-30) See Detail Sht. 2B-4 OConst. P.C. conc. sidewalk ramp. 24 Sto. 30+69.50, 4.98' Lt. (For details see sht. 2B-12 thur 2B-30) Const. Survey Monument Box See Detail Sht. 2B-4 OConst. reinforced P.C. conc. driveway. (For details, see sht. 2B-5 & 2B-12 thur 2B-30) OConst. P.C. conc. crosswalk transition panel. (For details, see sht. 2B-6) OMatch new curb and walk into extg. curb and sidewalk as shown. 10 Const. landscape area. (For details, see GN shts.) 11 Not used. 12 Const. P.C. conc. crosswalk (For details, see sht. 2B-6 & 2B-12 thur 2B-30) 13 Const. 12" wide conc. curb cut. (For details, see sht. 28-1) 14 Protect extg. sidewalk. RECORD D RAW I N G 15 Protect extg. landscape area. 16 77[1-- OREGON DEPARTMENT OF TRANSPORTATION OConst. conc. steps. (For details, see sht. 2F-13) Harper Houf Peterson Righellis Inc. ��DPROFF EH NEERs.P2ANNERs.722ph—PE21A131 ARCHITECTS O 2055E SPokane Skeet.Suite200 Por11an40R 9'1202 phone:503221.1131 www.Lhpx.com f:503.22].11]1 17 Match extg. private walkway/paving. s � s G �� I NES' /yMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 18 Protect extg. wall. A, 19,138 1Py � r MAIN STREET AS-BUILTS PR WASHINGTON COUNTY 1 g Inst. flag sleeve. OREGON APPROVED BY: BRA/AJI (For details, see sht. 2B—7) ✓G�y �g�1 DESIGNED BY: HHPR 15 DRAFTED BY: HHPR y9is A. gEP SHEET O GENERAL CONSTRUCTION NOTES 6A-2 EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 180 70 ci 60 Extg. round Profile grade line @ — Exist. 2" gas — _ — rop. 2" 125' C. Exist. 0 50 12" RCP Clas V, 201.2; 0. 9% w r service 2" ga 0 12" RC Clas V, 90 2', 1.0 e1 IP 0 Exis . 4 prmary pivr Prop. 2" Exist. " gas 0 wtr se vice xist. 1 Prop. san Const Shall w Manhole 16" tr o Main treet L Sto: 29+1 .80, 8.00' L Const. Co crete onhole 40 + F.L. i 148.8 (12" NE) a► ree a: , F.L. i 148.8 Rim 155.88(10" NW) F. . in 150.02 ( 2" NE) L. in 150.85 10 N F.L. in 152.50 ( 0" SE) 30 " xc. 911J8 C.Y. mb. 35 C.Y. 28 8 29-00 30 00 31400 31 60 RECORD DRAWING MAIN STREET OREGON DEPARTMENT OF TRANSPORTATION SCALE: 1" = 20' (Horiz.) 1" = 10' (Vert.) Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.722ph—PE ARCHITECTShp—f SURVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C I NES /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 19,138 y � l MAIN STREET If l ILTS PREPARED WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2i�Y ,5 1go�1 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A. gEP SHEET O PROFILE VIEW 66 EXPIRES: 12/31/15 9 1 10 11 Sec.2 14 2, T. 2 S., R. 1 W, W.M. 46V-129 12 2 KISS CAR WASH 1 2 0 INSURANCE z TYLER'S AUTOMOTIVE 12475 12501 12485 Y —_ of rain — — T. _ rPlanter M ' ain . S "a ...,a .. ...<. Planter L Plan ter K „ ' 10" - 26.0' MAIN ST. 6" Drain — 20.6' 10" — 16.0' 0 12" — 90.2' 4-1/2" GAS w IV � �,,� 12" — 201.2' Fo CD z Fo F FO — F �— 8 „�„ LINE � 19 0 —~ � ® �o „ - F� � 19 F Fo 10 26.2 13 4" — 23.7' Fc ° 40 4" — 30' _ o SAN SAN 4O SAN SAN g�FO SAN - ,. W(D ----7 ---Z-- ---- \ o ➢ z a � 0 Ca a .a COMPUTER TUALA TIN VALLEY GLASS a LIQUOR STORE ' V) LAB 33 SKILLS PLUS 12500 \ \\\ 11 v a 12460 12448 18 4 19 O FOUND AND REMOVED UNDERGROUND STORAGE TANK O CDF W/5% BENTONITE SLURRY WALL, 24" THICK. MIN. 8" INTO NATIVE RECORD D RAW I N G MATERIAL ON SIDEWALLS AND TRENCH BOTTOM. (2 LOCATIONS) 77f[-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH I SD-,Si. LANpBCAPE ARCHITECTS.1131p--fSURVEYORS 2055E Spoke Stteet,Sirite 200 Portland,OR 9'1202 phone:503.221.]]3]www.IJipc.com f:503.22].11]1 1MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) A, 75,063 P MAIN STREET (ORIGINAL S1E WASHINGTON COUNTY � OREGON V APPROVED BY: AJI/BRA 0 10 20 2� OFC' 29'ZOO �� DESIGNED BY- HHPR � DRAFTED BY: HHPR <�44A R IE MPP SHEET SCALE: 1"= 20' NO. DRAINAGE&UTILITIES 6C EXPIRES: 12/31/ O1 Const, planter K, see detail sht 28 12 Sto. "1" 29+98.56, 29.25Sec. 2, T. 2 S., R. 1 W, W.M.'Lt 46V-129 =Sta. "ST9" 1+20.67 Const. cleanout O Const. planter L. see detail sht 28 (For profile, see sht. 6C-3) O3 Const. planter M, see detail sht 2B 13 Sta. "4" 31+16.58, 9.061E t ® Sta. "ti" 31+11.65, 16.71'Rt =Sta. "STIO" 0+00.00 = Sto. "ST 11" 0+26.24 =Sto. "ST 11" 0+00.00 Const. Filter Catchbasin (2-cart) Const. concrete manhole (For profile see sht. 6C-4) Inst. 12" RCP Class IV - 90.2' (For filter catchbasin detail see sht. 2B-31) 5' depth Inst. 10" RCP Class IV - 52.2' O5 Not Used 5' depth (For profile, see sht 68, 6C-3, 6C-4) © Not Used 14 Sto. "1" 31+30.02, 31.461E t =Sta. "STIO" 0+25.96 Const. atrium inlet O7 Not Used Inst. 6" drain pipe - 34.8' 5' depth (For profile, see sht. 6C-3) \'v Sta. -11 29+14.80, 8.001E t =Sto. "ST9" 0+00.00 Const, shallow manhole 15 Not Used Inst. 12" RCP Class IV - 201.2' 5' depth 16 Not Used Inst. 10" RCP Class IV - 16.0' 5' depth 17 Not Used (For profile, see sht 68, 6C-3) 18 Const. weep hole for existing storm lateral outfall to O9 Sto. "1" 28+94.22, 24.00'L t gutter =Sto. "ST9" 0+16.00 Const, atrium inlet19 Connect to existing roof drain. Extend to proposed Inst. 6" drain pipe - 20.6' 12" storm pipe with similar diameter storm pipe at 5' depth 2% minimum slope. (For profile, see sht. 6C-3) 10 Sta. "1" 29+14.80, 24.00'L t =Sto. "ST9" 0+36.58 Const, cleanout Inst. 6" DIP - 42.5' 5' depth (For profile, see sht. 6C-3) 11 Sta. "1" 29+56.97, 29.25L t =Sto. "ST9" 0+79.08 Const, atrium inlet Inst. 6" drain pipe - 41.6' 5' depth (For profile, see sht. 6C-3) RECORD DRAWING 1� OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.L02ph.LANDSCAPEARCHITECTSEChp-f.- RVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C, I NES /yMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 2� 6 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�444A R IE MQQ� SHEET N0. DRAINAGE&UTILITY NOTES 6C-2 EXPIRES: 12/31/ Const. Atrium Inlet Sec. 2 T. 2 S., R. 1 W, W.M. Const. Atrium Inlet Sto. "ST9" 0+16.0046V-129 Sto. "ST20" 0+00.00 Const. Atrium Inlet Sta. ST10 0+25.96 Sto. "q" 29+14.80, 24.00' Lt Sto. "ST9" 0+58.50 Sto. "�" 31+30.02, 31.46' Lt Rim 151.42 Sto. "�" 29+56.97, 29.25' Lt Rim 155.84 F.L. in 149.13 6" SW Rim 153.18 F.L. in 152.56 (6" NE) ( ) F.L. in 149.44 6" NE Proposed ground F.L. out 152.47 (10" S) F.L. in 149.13 (6" NE) ( ) ® pipe � F.L. out 149.03 (10" SE) F.L. out 149.34 (6" SW) 155 155 157 157 15 ©pipe e rCo� un 54 153 156 15 _ 153 15 155 152 F 152 154 Ex g. gro nd 154 © pipe Proposed g ound E xist. 151 ® pipe 151 255 .5" 153 Jos 6 Drain, Exist 6" Dain, ' 15 4.5" 6" DI , 41.6' S0% 150 15 34. 0 5 % 152 gas 5' 0.50% 1 " RCP Class , Const. Shallow Manhole14 O . 149 151A 23.0', 6. 1% 151 Sto. "ST9" 0+00.00 Cons Clea out Sto. "�" 29+14.80, 8.00' Lt Sto. "ST9" +00.08 Pro 16" Rim 152.60 14 �° 148 15 P 150 F.L. in 148.83 (12" NE) Sto. 29+98.56 29.25 Lt 10" NW Rim 152.93 F.L. in 148.83 ( ) 10" CP CI ss V, F.L. but 14 .65 (6 ' SW) Prop 2" w service F.L. out 148.83 (12" SW) 14 16.0 0 1.23 147 14 149 0+00 1+00 1+15 0+00 Const. Concrete Manole 0+80 14 146 148 1with In ide Drop 148 Sto. "ST10" 0+00.00 L Const. Cleanout Exist. 10" Sto. "ST11" 0+00.00 Sto. "ST10" 0+60.80 0 son Sto. "q" 31+16.58, 9.06' Lt Sto. "�" 31+67.97, 30.31' Lt Rim 155.88 Rim 155.59 F.L. in 150.02 (12" NE) F.L. out 152.74 (6" SW) F.L. in 150.85 (10" N) F.L. in 152.50 (10" SE) )RE C O R u D RAW I N G F.L. out 149.82 12" SW "S19" LINE "5110" LINE OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson RighellIs Inc. 205 SG 50okauc bmc0,8uim 200 P`I1-1'OR 97202 p1 o c 0A I 0221 1111...hh,mm-50J 22L]l]l G Js�C, I NES' /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,06 Py � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 11- 6 C 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�41A R IE MQQSHEET N0. DRAINAGE&UTILITY PROFILES 6C-3 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Proposed ground 158 @ pipe � 158 E tg. gr and 155 155 157 © pipe 157 154 154 156 156 153 153 155 155 Const. Filter Cotchbasin (2—cart.) 152 F--152 154 " RSP 154 Sto. "ST11" 0+26.24 55 Sto. "�" 31+11.65, 16.71' Rt Cl( l , Rim 155.73 Const. Cleanout 151 151 153 26. 153 F.L. out 153.43 (10" NW) Sta. "ST20" 0+20.58 Sta. "q" 28+94.22, 24.00' Lt 150 150 152 152 Rim 151.17 Const. Atrium Inlet F.L. out 149.23 (6" NE) Sta. "ST20" 0+00.00 Const. Concrete Manhole Sta. ST9 0+16.00 with Inside Drop 149 149 Sta. 29+14.80, 24.00 Lt Sto. "ST11" 0 00.00 151 151 20.6'y0. 0.6' .501- Rim 151.42 Sta. "ST10" 0+00.00 148 148 F.L. in 149.13 (6 SW) Sto. "q" 31+16.58, 9.06' Lt 150 150 F.L. in 149.13 (6" NE) F.L. out 149.03 )10" SE Rim 155.88 ( F.L. in 150.02 (12" NE) 147 147 F.L. in 150.85 (10" N) 149 149 F.L. in 152.50 (10" SE) 0+40 0+00 F.L. out 149.82 (12" SW) 0+00 0+40 146 146 148 148 Exist. fiber optic conduit bank "ST20" LINE "ST11" LINE (3.8' wide X 2.8' deep) RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. FIR 205SES,oknPs,Rs,su;t,20�PP- OR9'202pl-P o1,22,:,P;«.��.°,,,,�,sI-503?2,;;,I s G �C, I NES' /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,06 Py � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 11- 6�C 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�41A R IE MQQSHEET N0. DRAINAGE&UTILITY PROFILES 6C-4 EXPIRES: 12/31/ REMOVE EXISTING WOOD Sec' 2, T. 2 S., R. 1 W, W.M. 46V-129 PLANTERS AND BENCHES AND PROW TO OWNER 0 INSURANCE z TYLER'S AUTOMOTIVE KISS CAR WASH 12501 8 6 12485 4 6 2 8 12475 1 2 1 2 E • 4 ZzT T7-1V � 4-112" GAS /�Z L Z= F0� 29+00 z 0 _ F _ T1Z rU ZZTTZ ZZZZ2 ° F ° Fc ° F�° ° I 4 ° sN -F° SAN SA A / a. . , .. - E 4 4 5 - — — — — — — — — . ----Z-- ----- ,o J) 6 a o �--------- I a 1 2 ', 'I � •I�a a 5 6 5 o a l ZG9D a a POWELL PAINT TUALATIN VALLEY GLASS LIQUOR STORE a N �, a LAB 33 COMPUTER CENTER 12500 12490 12460 SKILLS PLUS 12540 I' a 12448 CONSTRUCTION NOTES.- LEGEND.- RECORD D RAW I N G ORemove extg. sidewalk SAWCUT LINE 2 �� OREGON DEPARTMENT OF TRANSPORTATION ORemove extg. curb 1 / / /771 AC TO BE REMOVED Harper Houf Peterson Righellis Inc. O Not used ,��p PROF�Cs ENGI S•PLANNERS-LANDSCAPE ph A.1131 CTS• SURVEYORS Q 10 20 205 SE Spokane StreeS Stile 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 s SCALf: 1° = 20' O Remove extg. storm line catch basin 19,138 �-P/y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) PROTECT ALL STRUCTURES r MAIN STREET O Remove extg. tree WASHINGTON COUNTY NOT SHOWN TO BE (AS-BUILTS PREPARED BY] O6 Remove extg. street light REMOVEDIDEMOLISHED OREGON APPROVED BY: BRA/AJI '�G� 90^ DESIGNED BY: HHPR DRAFTED BY: HHPR Z7 Storm pipe abandoned A.A BEP` SHEET N0. O8 Remove extg. brick wall EXPIRES: 12/31/15 REMOVAL PLAN 6D Sec. 2 , T. 2 S. , R . 1W, W. M . 46V- 129 m ALLSTATE /NSUR4NCE\ TI AUTOMOTIVE KISS CAR WASH \ P.O.C. 12501 a 12485 12475 I Ln P.O. J � � C. 1 1 _ - - 5 ' Er - - - - -- - - e " —0 "WAT 2" LINE' N cA, s ht. - - CAS • ' - -GA - - - - : . ' (See S 6E- 3) , p0 •G4 s CA5 � 1 i T' GAS . . G • GAS G — "CAS GAS GAS G G� - GAS GA GA^ q_ i�2" GAS 8= 1 .9' 3 16 DI J - - 31 11 + 6 cn 29+ 00 0+ ��L LINE 1 30 — _ 8 DI I � ' 4 r O Extg. 4' water F$ F8 ' s' ^ MAIN ST Ext 8' F` F — pipe (abandoned) to _ o gaff ° SAN "WAT t " AN AN 8 6, LIN S� N 4 COMPUTER " " �+ z . Extg. 8' gate valve SKILLS S ° Extg. SSMH (�` fig• 8' \ ' 1 6 (not restrained) P.O.C. 448 1 (8.2' Deep) water pipe _ - Extg. 8' water pipe 'I AJEFFREY ALLEN GALLERY abandoned in place P.O.C. P.O.C. Z ° 12460 Extg. sampling - Extg- 1 .pip _ well Extg. 16" water e , 3 SCALE: 1 " = 20' TUALATIN VALLEY GLASS butterfly valve ` N 12540 12500 TIGARD LIQUOR STORE- 12490 20' 10' 0 20' WATERLINE NOTES Oj 1 ' water service and meter O4 11+05.4 Wat 1 = box. Connected to extg. service. 1+33.5 Wat 2 = GENERAL NOTES OREGON DEPARTMENT OF TRANSPORTATION 30+ 12.3, 4.5' Lt CIL 1. P.O.C.= APPROX. POINT O 10+82.5 Wat 1 = 16'x8' M✓XFLG tee OF CONNEC77ON TO 29+90.6, 2.0' Rt. CIL 8' FLGxW gate valve (west) EXIS77NG WATER r141,392 N46�� City of Tigard 8' 225' horiz. bend8' vert. bend O5 2' A.R.I. D-040 CARV assemblySER1?Cfin water meter box 2 EXISTING WATER SERVICE MAIN ST: OR99W - RAIL CORRIDOR TIGARD8" water pipe — 16.9' LINES AND YNNUNEClass 52 D.I.P., 5' depth 2' Service lineMAIN STREET AQANDONED /N PL4Cf Restrained fittings, bends, pipe (typical) Cut WASHINGTON COUNTY 6 Cut in temporary 8" gate Cn,7L O 10+99.3 Wat 1 = valve. Stoddle block to the west qc OREGON APPROVED BY: KSM 30+06.2, 4.5' Lt. CIL and tie back new valve. 41 0 e 'lf Q � DESIGNED BY COT 8' 225' horz. bend Solid sleeve (east) DRAFTED BY: COT 8' vert. bend Out in prior to waterline RECORD 96029 < y BARAH neer 8' water pipe — 6.5' improvements. WATELINE PROFILE No. Class 52 D.I.P., 5' depth DRAWING 4/01/15 EXPUM. iz/si/� STA. 9+40 TO STA. 11+04 "WAT 1" 6E Sec . 2 , T. 2 S. , R . 1W, W. M . 46V- 129 Inst 2' A.R.I. D-040 C 4RV assembly. 158 10+82.5 Wat i 10+83 Wot 1 ' 156 Ertg. ground 8' 22.5' horiz. bend SS crc ssing ® c/l pipe Vert. bend 8" WAT /E: 1 .9..* 154 10+67. Wat 11 �% 17 1 M H 52 8' class I crossing. °p 52 D.I.P. 750 748 16' war 9+ 79.9 Wat 1 M 10+99.3 Wat 1 = 1E.• 147.5.* line crossing 10+ 12 Wat 1 146 Extg• 10" 22.5' h riz. bend SS crossing Vert. be 7d 8' WAT 1E.• 147.9.* 144 Ertg. elevation ® c/l pipe 11+05. f Wot 1 = 1+33.5 Wat 2 30+ 12 3 4.5Lt. CIL 142 16'x8' M✓XFLG tee. 8' FLGW gate f y valve est) 140 n ^_ O N N N 00 N Lo h LP h 9+50 10+ 00 70+50 11 + 00 mrsm OREGON DEPARTMENT OF TRANSPORTATION MAIN ST WATERLINE (WAT 1 ) PROFILE City of Tigard HORIZ: 1 "=20' t'q�114NXP�� VERT: 1 "=4' MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY CIVIL N APPROVED BY: KSM DESIGNED BY COT DRAFTED BY: COTRECORD 96029 BARAH WATELINE PROFILE SHEET O T DRAWING 4/01/15 ` EXPIRES: 12/31/_ STA, 9+40 TO STA. 11+04,29 "WAT 1" 6E-2 Sec. 2 , T. 2 S . , R . 1W, W. M . 46V- 129 1 ALLSTATE INSURANCE z SCALE: 1 " = 20' 5 AUTOMOTIVE KISS CAR WASH 12501 a 1248512475 z 20' m' 0 20' - - — .— " - - - - - - . — E ---------------- Ta • o 1 16"-8. 1 ' Z °8 AT LINE O Das c 0� — — 4WAT 1 INE — cas cn - ca - c cas — GAS — CAS — ca cas 6 0 16"DI 16= 155.5' 4-112" GPS S - �-- D C/L" LINE —_ 29+ 00 0+ z 30 O 8 Dl 16'4.4' 4 J 0 0 g €8 3 €S 0 F0 fxtg. a' F �� O €8 MAIN ST gate valve o---- o AN — g SAN SAN SAN Q E m 1 P.O.C. - - ,I \ 16" pipe, and wye o f Extg. 8" gate valve_ o a Extg. SSMH 10 `1 � ii 1 � - " 16"x8" wye to be (not restrained) 9 1 1 (8.2' Deep) removed during 1 COMPUTER Burnham St water o P.O.C. tie in. N SKILLS PLUS 1t A a 4 12448 P.O.C. c a 12540 TUALATIN VALLEY GLASS Extg.terfly "16 butvalve � Extg. �"is` � ➢ = 4 A JEFFREY ALLEN GALLERY 12500 y ( 1 I TIGARD LIQUOR STORE- 12490 water pipe 12460 i ,11\1 < 1 WATERLINE NOTES —+ O3 1+ 18.8 Wat 2 = O 1+335 Wat 2 = Og 1 ' water service and meter 30+ 12.71 10.2' R. CIL 11+05.4 Wat 1 box. Connect to ext service. Now O 30+ 1 .5o 2 = 16" vert. bend. 30+ 12.5, 2' Rt, CIL g' OREGON DEPARTMENT Of TRANSPORTATION 30+ 15.5, 28.8' Rt. CIL Connected to extg. 16` water 16" water pipe - 8.2' 16'x8" M✓ tee at ext 16" butterfly valve Class 52 D.I.P., 8.8' depth 8" M✓ gate valve (west) GENERAL NOTES pipe 9• y t.�1141392 PROFCity of Tigard 16" water pipe - 11.8' 71 +35 Wat 2 = 1. P.O.C.= APPROX. POINT ��S41 +27 Wat 2 =Class 52 D.LP., 5' depth 30+ 12.3 2.9' Lt. C L 30+ 122, 5.9' Lt. C/L OF EXISTING EWATER TO1 NES �� )/ MAIN ST: OR99W RAIL CORRIDOR TIGARD1+ 14 Wat 2 16" vert. bend 16` 45' horiz. bend A 9SERVICEMAIN STREET 16' water pipe - 8. 1 ' 16" 11.25 horiz bend 16` water pipe - Ade Class 52 D.I.P., 5' depth 2. X/ST]NG WATER SERVICE WASHINGTON COUNTY 16` water pipe - 7' Class 52 D.I.P., 7' depth �pnL P P LINES AND MA/NUNE Class 52 D.I.P., 5' depth O 1+32 Wat 2 = O8 1+43. 1 Wat 2 = AEiADONED /N PLACE N REGON = APPROVED BY: KSM Restrained fittings, bends, 5 30+ 17.Q 11.8' Lt. C L 3 �9� „S DESIGNED 6e COT 30+ 123, 2.9' Lt. C/L / 0. DRAFTED BY: COT ��P ) 16" vert. bend. 16" 45' horiz bend a SHEET eca/ RECORD 96029 SARAN is" water pipe — 3' 16' water pipe — 155.5' WATELINE PROFILE No. Class 52 D.I.P., 5' depth Class 52 D.I.P., 5' depth DRAWING 4/01/15 I EWnmt's: iz/ail STA. 1+00 TO STA. 2+60 "WAT2° 6E-3 Sec. 2 , T. 2 S . , R . 1W, W. M . 46V- 129 Profile Key Notes: 160 1+23 Wat 2 O1 1+00 Wat 2 = Approximate location of concrete duct 30+ 15.5, 28.8' Rt. CIL hnnk 4*+ from )halt to top of ditc Begin 16' waterline improvements 1+36.5 at 2 of 16' butterfly valve Extg. 12 0 SD crossing O2 1+ 14 Wat 2 = 56 11.25' horiz. bend Vert. bend 16' WAT IE.• 147.9.* 1+ 17. Wat 2 O 1+ 18.8 Wat 2 = 1+39. Waf 2 Extg. ground 30+ 12.7, 10.2' RL CIL 11 Y4' Vert. Bend Pro 0, ed 1250 / lE. 14 .7± P ® c/l pipe Vert. bend 152 crossi g 16' WAT IE.• 144.6.* 16' Class 52D.I.P. O4 1+27 Wat 2 = 30+ 12.5, 2' RL CIL Vert. bend 1 O 16' WAT 1E.• 144.6± 148 p30, 2+45.5 Wat O 1+30.9 Wat 2 = Extg. b water 1+ 6.2 Wat 2 Proposed 10 SD crossing pipe to be B SD 1E. 151.4:t30+ 12.32 2.9' Lt. CIL removedVert. bend 3 7 SD 1E.• 151.9±. 16" WAT 1E.• 148.4.* 5 6 144 O6 1+33.5 Wat 2 = 11+05.4 Wat 1 1+ 17.8 Wo 2 30. 12.3, 4.5' Lf. CIL 1 +27 Wat 2 = Extg. elevation c/l pipe 16"x8' MJxFLG tee Extg. 10' SS 3+ 12.5, 2' RL CIL crossing. = 1E.• 144.0± 16"t WAT 1E.• 145.4± O7 1 +35 Wat 230+ 1221 5.9' Lt. CIL DATUM ELEV 45' horiz. bend 16' WAT IE.• 147.5'± 140. 000 O O O y a d d tl v a L6 vi L6If) L6 it Q6 OS 1+43. 1 Wat 2 nLf) L0Lr) Ln Ln nLr) LnLo rn 30+ 17.8, 11.8' Lt. CIL 45' horiz. bend 16' WAT IE.• 147.6'& 1 + 00 1 +50 2 + 00 2+50 OREGON DEPARTMENT OF TRANSPORTATION MAIN ST WATERLINE (WAT 2) PROFILE City of Tigard HV RT: 1 "=41 NZ ��DQ 1 392 %IPFfl0 ass/oy MAIN ST: OR99W RAIL CORRIDOR (TIGARD)4, r MAIN STREET WASHINGTON COUNTY CIVIL �c OREGON 2 APPROVED BY: KSM DESIGNED BY: COT 30' �� RECORD 96029 DRAFTED BY: COT � r8ARAH �` WATERLINE PLAN No, 1 `•"` MEs, 12/31/_ STA, TO STA. 2+75 "WAT 2" DRAWING 4/01/15 6E-4 Sec. 2, T. S., R. 1 W, W.M. 46V-129 33+69.66 JJ+15.86 55.20' L 54.93' L 33+74*58 33+06.02O 56.08' L 2+10.24 53.17' L TIGARD AREA CHAMBER 7.24' L TIGARD CHIROPRACTIC CLINIC OF COMMERCE SHERRIE'S JEWELRY BOX 33+99.61 32+10.21 1240512345 12425 34.53' L A 89' L 0 33+99.45 31+ 6.81 >) Tcuqv. Ease.—Work Area 29.53' L 48.55 L Area V. (�4 Main St. N) construction o MAIN ST. L=58.05 centerline 33+00 34+00 4=16.63 P C: 32+10.87 4— . . . . .. R=200.00 ' 32+00 T=29.23 PT: 32+57.74 34+21.09 L=46.87 40.01' R 31+70.33 d=13.43 (,4 4, _4, N50* 32' 51.41"E 32.62' R R=200.00 L=242.26' —34+21.43 T=23.54 JI+70.39 45.00' R 34.63' R 'Pr b6- EL VIAS MAKI FIRST BANK OF 71GARD emp. Eose.— orreo STUDIO F�_ 12420 SALON 12430 MUSI'S ON MAIN CAFE ALLEGRO 12380 TIGARDWLLE STATION 12442 12400 12386 12370 1[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righelfis Inc. ENGINEERS-PLANNERS-LANDSCAPE ARCHITECTS-SURVEYORS 205 SE Spokane SH—,S.i�200 P.Hla.d,OR 97202 ph.—503,221.1131.1hp—f503.22].1171 cG C, MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 0 10 20 Proposed construction A, 1913, � MAIN STREET eosement shown thus: C AS-BUILTS PREP7= WASHINGTON COUNTY SCALE: 1" 20' (unless otherwise noted) OREGON APPROVED BY: BRA/AJI DESIGNED BY: HHPR 1!5 DRAFTED BY: HHPR S A. NO.HEET 1=5 RIGHT OF WAY&ALIGNMENT RECORD DRAWING E)TIRES: 12/31/ 7 F Sec. 2, R. 1 W W.M. Sto. 0+58.19 end a 2 S., `q��° 46V-129 TIGARD ST. 18 cold plane and overlay � ,. --A18 I- 9 -- 30---� TIGARD CHIROPRACTIC CLINIC ; SHERRIE'S JEWELRY BOX 12405 1 9 8 , TIGAR AREA CHAMBER �S 12425 OP. COMMERCE , p 21 19 ; 16 -, , - �'�oo.o ' 12345 20 21 20 (� 23 5 120 R30.0o ® �� 3 22 – – – – – – : 30 9 18 Sta. 34+03.89 end 6 ® _ , 3 cold plane and overlay D 25 typ – W e v. • s . •1.5 a N o oq I moo, 2 32 3 5 CD 10 7 23 23 23 1 ^�° II 1 34+0 5 o ��3 +OQ _ 29 ... o _ 26 – _ _ - o DWY 1 +00 MAIN ST. typ 8 ~ o ' I s r - 0 32 V _ - – �— I •- 31 0 0 1 I 6 3 15 I ; ,o° 300• 18 27 28 170 CD I 3 6 ��..y. 3 11 h; 32 3 9 23 1 ^ ' Sto. 34+03.89 end 23 J 23 23 23 ,�� 18 2" cold plane and 2" r w . i overlay so D v o 9. D R t - D ELVIA'S v — -- - -- --- ------ 9 I 21 21 ' 7 20 21 5 21 D o STUDIO 2 � ' v o SAL `021, �JA SE� 21 FIRST K OF TIGARD 20 21 5 MUSTS ON MAIN DWY 16 22 CAFE ALLEGRO TIGARDWLLE STATION D 12442 p.. A 12429 12400 12386 12380 12370 Refer to sheet 2B-28 for north RECORD D RAW I N G side and 2B-30 for south side detailed grading plan 771-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. , FIROFFs EH NEERs.P2AN NERs.LANDSCAPE ARCHITECTS.SURVEYORS 0 10 20 zos se syo�.e so-eer,s.i�zoo eonia.a oa nrzoz yno.e:soa zzi.nai..hlp.ntyn.��am.zv.un SCALE: 1" = 20' G �� I N19,13E'C� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) w 8 r MAIN STREET AS-BUILTS PR WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2i�Y 15 19'1 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A. gEP SNE�ET GENERAL CONSTRUCTION PLAN 7A EXPIRES: 12/31/15 CONSTRUCTION NOTES: Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 O1 Const. curb and gutter. (For details see sht. 28-12 thur 2B-30) 22 Const. asphalt approach. (For details, see sht. 2B-5) O2 Const. modified curb and gutter. (For details see sht. 2B-12 thur 2B-30) 23 Inst. flag sleeve. (For details, see sht. 28-7) O3 Const. standard curb. (For details see sht. 2B-12 thur 2B-30) 24 Not used. O4 Const. modified standard curb, tall. 25 Const. 4" wide conc. curb cut. (For details, see sht. 2B-4) (For details, see sht. 2B-4) OConst. P.C. conc. sidewalk 26 Sto. 31+55.96, 6.53' Lt (For details see sht. 2B-12 thur 2B-30) Const. Survey Monument Box See Detail Sht. 2B-4 O6 Const. P.C. conc. sidewalk ramp Sta. 31+89.80, 2.99' Lt (For details see sht. 28-12 thur 28-30) 27 Const. Survey Monument Box O7 Const. reinforced P.C. conc. driveway. See Detail Sht. 2B-4 (For details, see sht. 28-5 & 28-12 thur 28-30) 28 Sto. 32+22.54, 3.97' Rt O8 Const. P.C. conc. crosswalk transition panel. Const. Survey Monument Box. (For details, see sht. 2B-6) See Detail Sht. 2B-4 OMatch new curb and walk into 29 Sto. 33+53.86, 7.01' Rt extg. curb and sidewalk Const. Survey Monument Box. as shown. See Detail Sht. 2B-4 10 Const. landscape area. 30 Const. P.C. conc. sidewalk (6" thick) (For details, see GN shts.) typ. for entire curb extensions and center median nose. (For details see sht. 2B-12 thur 2B-30) 11 Not used. 31 Const. low profile mountable curb. 12 Not used. 32 Transition from std. curb to mountable curb 13 Const. raised P.C. conc. crosswalk. 5' prior to end of conc. sidewalk. (For details, see sht. 2B-6 & 2B-12 thur 2B-30) 14 Const. 12" wide conc. curb cut. (For details, see sht. 2B-3) RECORD D RAW I N G 15 Minor adjust extg. structure. 77[1-- OREGON DEPARTMENT OF TRANSPORTATION 16 Protect extg. fire hydrant. Harper Houf Peterson Righellis Inc. C D FIROFF EH k,-S s.P2A..ERs.722ph—PE AR11 rE�hp sfR�EYoRs 17 Protect extg. water meter. � zo55ESPoka�e5n�.5,..�ezoopon�a.�oR��P�o�e5o3zz,,,3,.��—f.:5�zz1.11,1 Protect extg. sidewalk. sv s 18 9 � 19,138 � /.y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) r MAIN STREET O1 g Protect extg. structure. - WASHINGTON COUNTY 20 Protect extg. landscape area. OREGON 5 APPROVED BY: BRA/AJI � `�C/ DESIGNED BY: HHPR DRAFTED BY: HHPR 21 Match extg. private walkway/paving. y'9/S q gEP SHEET GENERAL CONSTRUCTION NOTES N0. 7A-2 NO. EXPIRES: 12/31/15 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 180 eginning of raised I ersec Ion. ero a, sheets 28-23 and 2B-24 for detailed On M, o o 170 grading Ian. S a: 33 05.76 00 of 0i o; Lnd or raised intersection. RereT o sheets 2B-23 and 2B-24 for Extg. groun line detaled gr ding pl n. St : 33+81.78 Profile gra 1 " RCP Class V. 78.6' 2.74 @ � — — 160 — 1.27% Exist. 2" gas 1. 0% Pr 2" tr E(i t. Exist. 2" gas p Exist 2 " P o . 2" o s rvice (d wtr s rvice wtr ser ice' 2 gas Fir o Exist 4" co duit a wtr s rvice wt service' . „ Exist..4 xlrop. s n tat L FViQt 459 4" a 8" ' wtr » lonnst. n latco son lot co00 12" RC Clas V, 91.8', 1.0 % Ld Stan and Manhole + + + + Main Street CL Sta: 32+07.62, 0.52' R Exist. fiber optic conduit bank Const Large Monho e 140 Rim 15 .081 Con t. Flat To M nhole 3.25 ide X 1.4 deep) L. in 151.24 12" N Main Street CL Stp: 33+)0.00, .10' R Rim 159.030 L. out 150.9 (12" W) Rim 158.200 F.L. im 156.3 (12" E) F.L. in 152.15 (10' SE) F.L. im 156.3 (10" NW) 130 F.L. out 15 .15 (1 , SW) F.L. cut 156.30 (12 ' SW) Exc. 968 CA. Emb. 35 C.Y. 31 60 32-00 33-00 34 00 34 RECORD DRAWING MAIN STREET OREGON DEPARTMENT OF TRANSPORTATION Scale: 1" = 20' (Horiz.) 1" = 10' (Vert.) Harper Houf Peterson Righellis Inc. ,��D PROFFs EH NEERs.P2ANNERs.722ph—PE ARCHITECTShp—f SURVEYORS 2055E Spokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131 www.Lhpr.com f:503.22].11]1 s G �C I NES /yMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 19,138 y � r MAIN STREET AS-BUILTS PR WASHINGTON COUNTY OREGON APPROVED BY: BRA/AJI 2i�Y 15 DESIGNED BY: HHPR DRAFTED BY: HHPR y9is A. gEP SHEET O 15 PROFILE VIEW F76 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 7 46V-129 SHERRIE'S JEWELRY BOX TIGARD CHIROPRACTIC CLINIC cn Z 12425 12405 I TIGARD AREA HAMBER o I OF COMMS CE 10 n I c� ?, 12345 hl v i o D o <.�.. . rrl 14 _ '\ 1 .. .. .. L . V o nv - 4' 6 — 28.8 SAN SANSAN 1 � a AN AN Z G � LINE 0 4-1/2" GAS 1.n10 0 0 0 10" -n 7.1' 0 MAIN ST. 0 4- 2" GAS G.1 00 4" — 22.2' 12" — 90.2' W 12" — 91.8' D 2' 78.6' -� 4" — 22.5' 10" 24.1 F ' F 12" — 63.6' F0 FO FO FO FO FO 22.1 FO F0 0 FO FO F FO F 0 FO ® O Fo FO FO FO 4" — T. 21.6' ,e 12" — 19.3' w . 11 z 12o - : o F EL OA M KI — — — 12380 STUD IA NES FIRS K OF TIGAR I MUSTS ON MAIN CAFE ALLEGRO ARDWLLE STATION 9 SAL 12400I 12386 12370 12442° n n o o n d 13 13 8 13 13 9 11 14 14 4 12 5 15 6 RECORD DRAWING 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. ,��DPROFFs ENGINEERSlS—SP2ANNERs.7220—PEAmll3l—rp--f— EYoRs 2055E Spoke Stteet,Sirite 200 Portland,OR 9'1202 phone:503.221.]]3]www.IJipc.com f:503.22].11]1 1MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) A, 75,063 P MAIN STREET (ORIGINAL SlE WASHINGTON COUNTY � OREGON V APPROVED BY: AJI/BRA 0 10 20 2� O�c 29 DESIGNED BY: HHPR DRAFTED BY: HHPR SCALE: 1" = 20' �ry 44A RIE"AA"r� SNEo. DRAINAGE&UTILITY PLAN 7C EXPIRES: 12/31/ O1 Sto. 1111 33+84.95, 15.33' Lt 13 Connect to existing roof drain. Extend to Sec' 2, T. 2 S., R. 1 W, W.M. Const. Filter cotchbosin (1-cart) proposed 12" storm pipe with similar 46V-129 Rim elev. 158.82, 10" ie 156.52 (se) diameter storm pipe at 2% minimum slope. Inst. 10" d.l. pipe - 7.40', s = 1.90% O214 Connect storm p pe existing roof drain to proposed Sta. "ST 13" 0+15.10 Cut 10" d.i. stm pipe Inst. 10" d.l. tee 15 Disconnect exisitng 12" concrete storm Inst. 10" x 6" reducer pipe at manhole. 10" ie 156.39 (For profile see sht. 7C-3) O3 Transition from 10" d.i. pipe to 6" pvc pipe O4 Sto. "1" 33+78.62, 5.59' Rt = Sto. "ST 13" 0+00 = Sto. "ST 14" 0+00 Const. Large Manhole Inst. 10" RCP Class V - 26.6' 5' depth Inst. 12" RCP Class V - 82.9' 5' depth (For profile see sht. 7C-3) O5 Sto. 1111 33+84.95, 24.00' Rt = Sto. "ST 13" -0+19.30 Const. Filter catchbasin (1-cart) (For profile see sht. 7C-3) (For detail see sht. 2B-11) © Sto. 1111 34+37.21, 30.27' Rt = Sto. "ST 14" 0+63.58 Connect to Extg Manhole (For profile see sht. 7C-3) O7 Sta. "ti" 33+71.52, 39.64' Lt = Sto. "ST 13" 0+45.94 Const. Cleanout (For profile see sht. 7C-3) ® Sto. 1111 32+07.62, 0.52' Rt Const. Shallow manhole Inst. 12" RCP Class V - 91.8' 5' depth (For profile see sht. 78) Og Sto. 1111 33+00.00, 6.10' Rt Const. Shallow manhole with Inside Drop Inst. 12" RCP Pipe - 78.6' 5' depth Inst. 6" Storm Pipe - 24.1' 10' depth (For profile see sht. 7B) (For detail see sht. 2B-9) 10 Sta. "IS 31+67.97, 30.31'Lt RECORD D RAW I N G =Sta. "ST 10" 0+60.80 Const. cleanout (For profile, see sht. 6C-3) 11 77[1-- OREGON DEPARTMENT OF TRANSPORTATION Sta. "ti" 32+99.97, 30.19'Lt =Sta. "ST 18" 0+24.09 Const. manhole Harper Houf Peterson Righellis Inc. Inst. 6" Storm Pie - 66.0' ///�� ENGINEERS-PLANNERS-LANDSCAPE ARCHITECTS.SURVEYORS P C 0. D OF/� 205 SE Sp.k—Skeet,S,ite200 Portland.OR 97202 phone:503,221A131.1hp—f.-503.221.1171 10' depth '```` cis IN (For profile, see sht. 7C-4) �5 GE tVG w�75,063 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 12 Sta. "1" 33+80.47, 30.53' Rt r MAIN STREET Const. cleanout and connect to existing 12" WASHINGTON COUNTY concrete storm pipe (For profile see sht. 7C-4) y OREGON APPROVED BY: AJI/BRA 2� 6 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�444A R IE MQQ� SHEET N0. EXPIRES: 12/31/ DRAINAGE&UTILITY NOTES 7C-2 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Extg. ground @ pipe � 160 Propose round 160 pipe I - - 159 - 1 159 158 J - J 158 Const. Cleanout 157 157 Sto. "ST13" 0+45.94 Sto. "�" 33+71.52, 39.64' Lt 6 �c Rim 159.85 156 � �"A 28. � 0. 0 156 F.L. out 156.53 (6" SW) Const. Filter Cotchbosin (1-Cart.) Connet existing Sto. "ST13" -0+19.30 Exist. Sta +17.10 roof drain k- 155 4.5 Instal 10>. di. tee 155 Sto. "q" 33+84.37, 24.01' Rt gas Inst. 10" x " redu er Rim 158.63 0 10" id 156.3 0+60 F.L. out 156.33 (12" NW) 154 154 Const. Large Manhole Sto. "ST13" 0+00.00 10" RCP Class V, 19.3', 2.04 �� Sta. ST14 0+00.00 Sta. 33+78.62, 5.59 Rt Rim 159.03 F.L. in 156.37 (12" E) F.L. in 155.94 (12" SE) "ST13" LINE F.L. in 156.30 (10" NW) F.L. out 155.32 (12" SW) Extg. ground 161 @ pipe 161 f 160 160 159 159 Exist ole Pr posed grown Manhole Sta. " anh 0+63.58 RECORD D RAW I N G 158 @ pipe 158 Sto. "q" 34+37.21, 30.27' Rt Rim 160.35 F.L. in 156.79 (12" NE) 77[t OREGON DEPARTMENT OF TRANSPORTATION 157 2" RC Class V, 157 F.L. in 156.79 (12" SE) Harper Houf Peterson Righellis Inc. 63.6 0.50 F.L. out 156.69 (12" W) PROFFs EH k-SR .SP2AN�ERs.722ph- 0EAR1131.hp-f5EYoRs Const. Large Manhole zo55ESPoka�e5n�.5,..�ezoopon�a.�oagrzozyno�e5o3zz,.,,3,.�.��.�m�:5�.zz1.1M Sto. "ST14" 0+00.00 156 156C, I NES s/2 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) w 75 063 Sta. "ST13" 0+00.00 � y Sta. "�" 33+78.62, 5.59' Rt Exis . (ORIGINAL SM7= MAIN STREET WASHINGTON COUNTY Rim 159.03 155 8" 0r 155 F.L. in 156.30 (12" E) v OREGONV APPROVED BY: AJI/BRA F.L. in 156.30 (12" SE) FO 0+80 2� QFC 29,20 �(/ DESIGNED BY: HHPR F.L. in 156.30 (10" NW) 154 154 �q I' A DRAFTED BY: HHPR '�I P.`, SHEET F.L. out 156.30 (12" SW) 5114 LINE ARIEM DRAINAGE&UTILITY PROFILES �Co-3 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M.161 161 46V-129 160 160 159 Proposed ground159 Cs@ pipe 158 — 158 xtg. gr and 157 pipe 157 _EXistin9 Storm Alpe Exist. fiber optic conduit bank 12',co_nc� 156 I p) Exis . 156 _ — 12 9 s 155 I 6" Storm Pipe, 154 80.5', I. o% 154 Const. Cleanout Exist. Sto. "ST 18" 1+04.59 " wot I C nst. Monhole Sto. T' 33+80.47, 30.53' Rt 153 I153 Rim 159.09 Sto. "ST18" 0+24.09 Sto. "�" 32+99.97, 30.19' Rl F.L. in 155.99 (12" NE) R'm 158 35 F.L. out 155.37 (6" SW) 152 F L. in 154.55 6" NE 152 F L. out 152.63 (10" W) 151 10" Storm Pipe, Exis . Ex st. 151 24. ', 2.007. Q 4" s n 4" on 150 150 Const. Flat T p Mont ole with Inside Drop 149 Sto. T18" 0 00.00 149 Sto. " 33+ 0.00, .10' R Rim 158.20 148 F.L. in 154.15 (12" E) 148 147 0+00 F.L. o 1152.1 ( " ) ) 14700 RECORD DRAWING F.L. out 152.1 12 SW "5118" LINE 771-- OREGON DEPARTMENT OF TRANSPORTATION Harper Houf Peterson Righellis Inc. PROFFs 2�P s�s�oP��s,R s su;°�"",PPn, ')R 1,�","Peso 2A,:,;,;«.�'.�°,,,,��«,�s qac s(.,?.,;;r, s G �C I NES /y MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) c�, w 75,063 P y � r MAIN STREET WASHINGTON COUNTY y OREGON APPROVED BY: AJI/BRA 11- 6 C 29'20 ��(/ DESIGNED BY: HHPR DRAFTED BY: HHPR <�4'1A R IE MQQ� SHEET N0. DRAINAGE&UTILITY PROFILES 7C-4 EXPIRES: 12/31/ Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Q J 365 SHERRIE'S JEWELRY BOX TIGARD CHIROPRACTIC CLINIC D . TIGARD AREA CHAMBER Z 12425 12405 II N OF COMMERCE 6 I • 12345 1 2 D 1 2 2 A AN SAN SAN S N / / 5 MAIN STREET o 1 ° G G G G G 4-1/2" GAS — — — — 4- 2" GA r —l-z� � �� I d o o — 4+0� — T77- ,7J I r Z 1� R � 1l ��1 T111r 17ZZZ� D . . • � . . 8 I / � L 1 5 - - - Fo 5 l/ <✓ FO I Fo FF Fo F0 F 5 FO F �/ F FF FO F F °FO . /T� F FO° O FO F FO <\l L 12» o W W 11 jr•' — 1 71 o 17 EL V7 — STU FIRST BANK I MUSI'S ON MA CAFE ALLEGRO 12380 TIGARDWLLE STATION D SALU TIGARD 12400 12386 12370 I 442 7 D 11 7 7 12420 7 1 2 7 5 6 7 T Ta 5 CONSTRUCTION NOTES: O Remove extg. sidewalk LEGEND: PROTECT ALL STRUCTURES NOT SHOWN TO BE RECORD DRAWING ORemove extg. curb SAWCUT LINE REMOVED/DEMOLISHED O Not used AC TO BE REMOVED OREGON DEPARTMENT OF TRANSPORTATION 4 Harper Houf Peterson Righellis Inc. O Not used PROF�Cs ENSpk..S SPLA NNERS•LANDSCAPE ph A.1131 CTS• SURVEVORS 205 SE Spokane StreeS Stile 200 PorOand OR 97202 phone:503.221.1131 www.hhpccom fax:503.221.1171 o 10 20 O Remove extg. storm line / catch basin �5 G INE s�0 tVV w� 19,138 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) r MAIN STREET SCALE: 1" = 20' O Remove extg. street light WASHINGTON COUNTY 7 OREGON APPROVED BY: BRA/AJI Remove extg. tree G� 90DESIGNED BY: HHPR DRAFTED BY: HHPR O8 Storm pipe abandoned y'9/S A +BSP` SHEET N0. O Not used EREMOVAL PLAN XPIRES: 12/31/15 7D Sec. 2 , T. 2 S. , R . 1W, W. M . 46V- 129 \ , Straddle block water pipe o AS 1 V 1 Restrain back G S o Note., \ �� 6' gate valve N Next extg. in-line gate valve 'V SHERRIES TIGARD \ n located just southwest of the ti JEWELRY BOX f 6' 'he CHIROPRACTIC m \ intersection of Tigard St and 12425 i Plug CLINIC Grant Ave /J 1 m 12405 " Solid 1 WL LAT D LINE ` °, \ sleeve (See Sht. 7E-3 for Profile) \ D Extg. 2" 6' waterline / N 19 water pipe o abandoned in place 60 26* \ Key note 2018 Nvs 20 WATER E CONNECTION DETAIL 5+ 23 \ - P.O.C. z N.T.S. \ 1 m "WL LAT-B" LINE a Extg 3/4' 1 4 1 (See Sht. 7E-3 for Profile) water meter Y 3 " AT 2" LINE \ - � 8 11 / -_ . : 5+ 00 � s D N - . . - . 06 8'-228' .. A SAN SAN _ w16'S' MAIN STREET as AN M s'-6 i' CAS — (,,AS GAs — G — 0 - �' A GAS — C_c 6AS G� P' CA Gas GAS GAS — GAS GA \ 16= 118.5' 4 �� A 33+ 00 9 34+ 00 4- 2" 1s Dl +.OQ 2 00 16=21.4' ° 1'0 1 15 ° o _ r _ — — Ll — —Fo^ - fi "C�L" LINE u 3 7 16._6, 16"- 18' 4• WL .LAT. C�'. LINE v Existing terlin ro `?o Flo ._ 0 - . 8' 10.3' 1 (See Sht. 7E-3 for Profile deflected oder 1 ro o o TO o M ° storm line _ $ $ Extg. 6" water pipe y. 1 (abandon in place) 0 0 u, Cut at Tee and Plugged Existing Gate Valve 1 owl may, aj- 1 I 17 water meters r OREGON DEPARTMENT OF TRANSPORTATION so water meter Extg. water Extg. 6" water pipe i el ROF 8sCity of Tigard meter (abandoned in place) FMAK1 JAPANESE FIRST BANK OF MUSTS ON MA/N CAFE ALLEGRO 392 ��/mayMAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 12430 TIGARD- 12420 12400 I 12386 I r MAIN STREET WASHINGTON COUNTY 3 CPnL �er /meter waterJmeter SCALE: 1 " = 20' y4YRE90a APPROVED BY KSM DESIGNED By COT DRAFTED BY: COT 20' fo' 0 20' RECORD 96029 <y BARAH WATERLINE PLAN NOO DRAWING 4/01/ 5 ntPmFs: sz/ail 7E . . WATERLINE NOTES: Sec . 2 , T. 2 S . , R . 1 W, W. M . 46V- 129 O1 " water service & meter box. Connected to extg. 1 p 4+43. 7 Wat 2 = water service 33+21.6, 2' Lt. CIL 1g S+ IONot 2 = 16' vert. bend 0+00 WL Lot D O2+97.8 Wat 2 = 16" water pipe - 18' 33+46.3, 43.4' Lt. CIL 31+75.8, 14.8' Lt. CIL Class 52, D.I.P., 4' depth 16`x6" MJ wye 16"x8' MJxFLG tee, 6' 22.5' horiz. bend 8" FLGxMJ gate valve (north) 1 1 2-2' AR.I. D-040 CARV 6" MJ gate valve 8" water pipe - 8. 7' (north) assemblies in water meter 6" water pipe - 23.4' 16" water pipe - 118.5' (east) boxes. Service lines to be 2". Class 52, D.I.P., 4' depth Class 52 D.I.P., 5' depth Restrained fittings, bends, pipe (typical) lg 5+ 15 Wat 2 = 2 4+61.8 Wat 2 = 33+46.3, 48.4' Lt. CIL O3 2+97.8, 8. 7' Lt. Wat 2 = 33+39.5, 2. 1 ' Lt. CIL 16' MJ butterfly valve 1+08. 7 WL Lot B 16" Vert. bend 16" water pipe - 2' (north) 31+77.2, 23.2' Lt. CIL 16' water pipe - 5' 16"x2" tapped cap and blow off assembly (north) 11.25' horiz. bend Class 52, D.I.P. 4' depth Class 52 D.LP, 5' depth 8" water pipe - 22.8' (north) Class 52, D.I.P., 5' depth 13 33+44. Wat 2 = 2p 5+ 19.6, 21.2' LL Wat 2 = 33+44.6, 2.2' Lt. C/L 0+23.4 WL Lot D O4 2+90. 7 30.4' Lt. Wat 2 = 16' Vert. bend Restrained fittings, 33+25, 52.9' Lt. C/L 0+32. 7 WL Lot B bends, pipe L Cut in 6' MJ gate valve and Inst 6` M✓ wye. 31+72.40, 45.8' Lt C/ 8" wye 14 4+68.7 Wat 2 Straddle block (north), tied back to wye. 0+00 WL Lot C Plugged wye for future connection. 8'x2' Dl MJ plug (west) Solid sleeve (south) 8" gate valve and 2" temp. blowoff assembly 33+46.6, 2.2' Lt. CIL 160x16" MJ tee, (north). 21 Removed hydrant hydrant assembly / 20 16"x8' reducer (south) Capped hydrant line at tee. 2' Blowoff f6" water pipe - 41.2' (north) O5 2' 90' vert. bends to get in line with extg. 2` cast 8" water pipe - 4.3' (south) ROMAC iron water pipe. Class 52, D.LP, 5' depth 2' Type K copper with brass compression 90's and (" push on cast iron)Romac connection (northwest). 15 4+68. 7, 4.3' Rt. Wat 2 = `} See Detail this Sheet 0+04.3 WL Lot C Double 90's f �y 2" 33+46.6, 2. 1 ' Rt CIL 18" Vertical g 3+30.7 Wat 2 = / f� 32+09. 7, 7.2' LL CIL 8` 22.5' horiz. bend. = d Deflected waterline (5 0+06.3 WL Lot C Max.) 8" MJ gate valve. 8" water pipe - 14.4' ~ O7 4+ 16.3 Wat 2 8' Dl = ' depth / 32+94. 1 1.9' Lt CIL Class 52 D.I.P., 5 16"x6" MJxFLG tee 4+63.2, 17.6' Rt. Wat 2 = 6" water pipe - 19.5' (north) 16 0+ 18. 7 WL Lot C = 16` water pipe - 21.4' (east) 33+41.2, 15.4' Rt. CIL Class 52 D.I.P, 5' depth Vert. bends 8' 22.5' horiz. bend Electric Street Connection 8" Vert. bends Detail-Waterline Note 5 O4+ 16.3, 19.5' Lt. Wat 2 = 8' water pipe - 10.3' 32+94, 21.3' Lt. CIL Class 52 D.I.P., 5'-7' depth Std. hydrant assembly 4+37. 7 Wat 2 = 17 4+63.2, 27.9' Rt. Wat 2 = O 33+ 15.6, 2' Lt. CIL 0+28.3 WL Lot c = OREGON DEPARTMENT OF TRANSPORTATION 16" Vert. bend 33+41.2, 25.7' Rt. CIL 16" water pipe 6' 8" Vert. bends to get in line with City of Tigard - extg. 8' water pipe. Class 52, D.LP., 5' depth Temporary blowoff assembly and e1413%92 connect bends as needed after testing and disinfection. MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET WASHINGTON COUNTY CIVIL �c OREGON 2 APPROVED BY: KSM DESIGNED BY: COT DRAFTED BY: COT RECORD 96029 <y BARAN WATERLINE NOTES SNE T DRAWING 4/01/15 rEXPIRFS: 12/31/ STA. 12+60 TO STA. 14+92.3 "WAT 2" 7E-2 Sec . 2 , T. 2 S. , R . 1 W, W. M . 4+74. 1 Wat 2 Approximate location of 60 Ext . round 46V- 129 4- 1 2 go line crossing 160 Extg. ground 40 c/l pipe 2-2" A.R.I. CIRV assemblies. Service Depth= 3' from top pavement 0 c/l pipe lines to be 2 H 1 158 _ - - - `o VH 8" CLASS �- 3+89 Wat 2 4+43.6 Wat 2 N a 16' C S 52 DLP 52 DIP154. --0-05-Ane crossin ---JY+-21.6, 2 LI , CIL 0 'h 156 156 ro + t WL Vert. bend _ d Lot B T54 r •3100 Wat 2 16" WAT 1E.• 1 .51 =tier duct os line crossin 154 6" Class 52 D.I.P. 4 � Ii 153-+ h 4 68. 7Wat 2 = 4+37.8 t 1 = f +46.6, 2.-7. . 152 152 33+ 15.6, 2' Lt. CIL -1 1 "x16" M✓ 1 2 4+ 6.3 Wat 2= Vert. ben 5 32 94. 1, 1.9 Lt. C L = 150 16') ,6' M✓XFLG tee 4+76.8 Wat 2 Extg. 8" SS crossi g � ED 3+30. 7 Wat 2 = Ert 6" water crossin . SS 1E. 150. 1 t CJ `n NOTE.• SEE BELOW 32+09. 7, .2' Lt. CIL Esti ated depth: 4. 7' 148 ,n co FOR WL LAT C PROFILE Deflected waterline zp 4+56.5 Wat 2 + 10 Wat 2 = `C) NOTES. 16" WAT l : 150.0 Approximate locati of 3+46.3, 43.4' Lt. /L 146 2+97.8 Wat 2= Frontier duct bank 6'x6" M✓ w e 31+75.$ 14.8 Lt CIL = 146 0+ 00 WL LAT C 0+ 40 16"x8" MJxFLG tee 4 61.8 Wat 2 = 5+ 15 Wo 2 = PROFILE 8" FLGxMJ gate valve 144 33+J9.6. 22' Lt. Man St. 33+46.2, 48.4' Lt. CIL 44 HORIZ: 1 "=202 / VERT: 12'=4' Vert. bend e y va ve 16" WAT 1E.• 154.5-+ 16"x2" to ped cap and (1 0+00 WL Lot C = blow off ssembly 33+46.6, 2.2' Lt. CIL 4+66. 7 Wo 2 = 142 16"x16" MJ tee. & 16"x8' Reduce Vert. bWL O Ertg. elevation c/l pipe MAINS WATERLINE 2 PROFILE rt6, .2' Lt. CIL 0+04.3 Lot C = HORIZ: 1 "=20' / VERT 1 "=4* 16'1 WAT lE 152.91 end2 33+46.6, 21 ' Rt. CIL 140 8" 22.5' horiz. bend. O u) 0+06.3 WL Lot C = 04 o d o Co d h o 5 M N N O d N N N 8" MJ gate valve O _ LO � � h � � � h � h � � � � � h � � � � O 0+09.3 WLLatC = `t 33+45. 1, 5.9' Rt. CIL ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ Vert. bend = 3+ 00 3+50 4 + 00 4 +50 5+ 00 5+23 O 0+ 18. 7 WL Lot C33+41.2, 15.4' Rt. CIL 1+07 WL Lot B 8" 225' horiz. bend & Q 0+28.3 WL Lot C = Ertg. gas crossing. 0+00 WL Lot D = 0+23.4 WL Lot D = O 8' vert. bend Z CIL 4.5" as in 6"0 33+41.2, 25. 7' s ece 9 33+46.3, 43.4' Lt. CIL 33-+25, 529' Lf. CIL 8" vert. bends as necessary to et 5 0+25 WL Lot C = steel pipe. Assumed 1156 1s"x6' MJ a Connect to extg. 6" ry 9 5 O 7 depth: 3.3'. 156 9 in line with extg. 8' water pipe. 33+41.2, 21.8' Rt. C/L (� Q P WAT lE. 153.2-+ to water pipe. Temporary blowoff assembly for 8' Vert. bend 6" MJxFLG 4 Depth at connection testing and disinfection. Connect to W 4' WL LAT B gate valve unknown. extg. 8" gate valve. t 0+32. 7 WL Lot 0 h PROFILE OREGON DEPARTMENT OF TRANSPORTATION 31+72.4, 45.8' t. CIL 0+ 17 WL Lot D 8' wye, 8" gate 52 DIP VERT: 1 "=4' Bank. Cover=4.6p 152 fjORIZ: 1 "=20' Extg. Frontier Duct . bowoff P and 2' tem o I 8 CLASS ' 152 City of Tigard Ge� PROFF assembly. Width: 1.7' �CJ�`'`` G 1 N E �iS1/O 1+00 WL Lot B V rad 14 392 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) p M r 31+75.80 14.8' Lt CIL DATUM ELEV Q ' r MAIN STREET C\, o 1+20.3 WL Lot B 0 16'x8" MJxFLG tee, 8" 150. 000 O -n WASHINGTON COUNTY � " Extg. 4" power fl 1� FLGxW gate valve. N N v CIVIL Ln crossing. 3.8' to En WAT 1E.• 150.21 WL LAT D yG OREGON 2 APPROVED BY NSM Top Of pipe PROFILE ^ ^ ANY 190°j v DESIGNED 6Y: CDT DRAFTED BY: COT 1 + 50 1+08. 71 WL Lot B 1 + 00 HIORIZ: 1 "=20' < Y BARAH � SHEEET 11.25' horiz. bend VERT: 1 "=4' 0+ 00 0+32 WATERLINE PROFILENo NO WAIT lf. 150.2-+. EXPIRES: 12/31/- STA. 2+60 TO STA. 5+23 "WAT 2" 7E-3 Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Lo IN V7 m e m E U c 0. 0 W p J Q U W Q ti m a° O 2 W m 4 ti c a p p ', o^ m . . ° i ° h ,v i £ V7 3 b C, 77 L L 0 b --Z d 4l C 41 y vim., � cy z o •� .c x c c a c?c c .o c' c c c m, O YI m 4) v O YI L ` 4) L p C .0 Q O O m •O p b o m o Q o •C o' o V o p o p o f •3, p �. C F Q' Q p •O Q 4 m N o p o p u C u o i p m b c o o p o o a o u p o ti 4 a C 4 y o a y o a U U y U Q U u c U y U y U o U ' U q U ,u U h U 4 U U n o c U , v v a U y .o U ° m v c o o ` y m `m o cq o ' E o o o wa q c E o° 'v ° a '� I` a\ N, N N x ^o h "� H "o "� '� ° ^� a p 8 ° a z w ` 4 U p .� m a s $ m 4 0 ,� a C 4 u o > u 6 c o c`? d •k Q u d a -� d mlz IZ Z ` 2 2 �0 U v m � Q 2 p L V Units Ea. Ea. Ea. Eo. Ea. Ea. Ea. Ea. Ea. Ea. Ea. Ea. Ea. Ea. Eo. Ea. Eo. Ea. Ea. Ea. Ea. Eo. Ea. Eo. SY C Y C Y C Y LF Eo. Ea. Ea. Ea. Eo. Ea. Page p GN-21 - - 5 1 5 14 - - 11 36 69 138 - - - 10 11 322 - 70 512 - - 377 131 88 9 13 - - - - - - - U GN-22 1 5 - 2 - 51 - 34 1 - 77 12 26 - - 124 6 38 - - - - 192 - - 48 9 6 54 - 3 1 1 1 - o GN-23 3 4 - - - - 144 768 14 - - - 32 - - 122 B - 53 - - 447 - 774 - 8 6 1 90 - 4 5 4 - 6 p GN-24 4 4 - 1 - - 30 10 2 10 - - 9 2 2 39 - - - - - - 346 106 - 3 9 1 54 1 4 3 1 - 3 Cb GN-25 - 7 - - - 25 - 1 - - - 25 3 - - 32 - 35 - - 234 - 122 - - 33 10 4 126 1 7 - - 1 - p 8 20 5 4 5 90 174 273 2B 46 BO 775 70 2 2 327 25 395 53 70 746 447 660 7257 137 180 43 24 324 2 18 9 6 2 9 O TOTAL 42 878 2 870 3110 131 180 43 24 324 2 18 9 6 2 9 O _M O 04 U) H W W 2 Gn U) C� D CO O 0 RECORD DRAWING C0 1[ OREGON DEPARTMENT OF TRANSPORTATION Cu Harper Houf Peterson Righellis Inc. �.(�. S T� 2055[:S,okauc Siac.S,Sui'ic200 PoNaid,OR 97202 ph,)-50-,221.1111...lili,com Las.503 2211171 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET ca E"'� WASHINGTON COUNTY CYH o � JEFFERY P.CREEL APPROVED BY: DPO OREGON C"1 DESIGNED BY: JPC > f1 05/13/11 (�1 DRAFTED BY: JPC tJj SHEET N0. `SAE V, BID ITEM LOG GN z Sec. 2, T. 2 S., R. 1 W, W.M. PLANT LIST 46V-129 BOTANICAL NAME COMMON NAME GRADE CLASS PLANT TYPE SPACING TOTAL DECIDUOUS TREES 2" CAL. O Acer rubrum 'Bowhall' Bowhall Ma le 1.2.1 Type 1 2" Cal. — B&B As Shown 8 + Corpinus betulus 'Fosti iota' Euro eon Hornbeam 1.2.1 Type 1 2" Cal. — B&B As Shown 20 • P rus caller ane 'Chanticleer' Chanticleer Pear 1.2.1 Type 1 2" Cal. — B&B As Shown 4 - Molus 'Ro of Raindrops' Royal Raindrops Crabs le 1.2.1 Type 1 2" Cal. — B&B As Shown 5 CV i 2 Quercus robur x alba 'Crimschmidt' Crimson Spire Oak 1.2.1 Type 1 2" Cal. — B&B As Shown 5 C9 GROUNDCOVER, No.1 CONTAINER ~ O Hemerocollis x Monold Double Gold Evergreen Daylily 2.1.3. No. 1 Container 2.5 0.C. 327 v 0 Iris pseudocorus 'Variegate' Yellow Flag 2.1.3. No. 1 Container 2' 0.C. 25 �� !�_�!�_� Pennisetum olopecuroides 'Hameln' Dwarf Fountain Grass 2.1.3. No. 1 Container 1.5' 0.C. 395 Acorus calamus 'Voriegotus' Sweet Flag 2.1.3. No. 1 Container 1.5' 0.C. 53 (=:I Cotoneaster horizontalis 'Perpusillus' Prostrate Rock Cotoneaster 2.1.3. No. 1 Container 3' 0.C. 70 co 0 co SHRUBS, No. 3 CONTAINER N & Berberis thunber ii 'Crimson Pigmy' Dwarf Japanese Borberr 2.1.3. No. 3 Container 2.5' 0.C. 90 U) @ Carex elate 'Aures' Bowles Golden Sedge 2.1.3. No. 3 Container 2.5' 0.C. 174 LU O Cornus sericea 'Kelse i' Kelsey Do wood 2.1.3. No. 3 Container 2.5' 0.C. 213 U) Cornus alba 'Boilholo' Ivory Halo Dogwood 2.1.3. No. 3 Container 5' 0.C. 28 U ® Ilex verticillate 'Red Sprite' Red Sprite Winterberr 2.1.3. No. 3 Container 3' 0.C. 46 cD ® Miscanthus sinensis 'Dixieland' Dwarf Vor. Maiden Grass 2.1.3. No. 3 Container 3' 0.C. 80 Nondino domestics 'Firepower' Firepower Heovenly Bamboo 2.1.3. No. 3 Container 2.5' 0.C. 175 9 Ponicum vir otum 'Heavy Metal' Blue Switch Grass 2.1.3. No. 3 Container 2' 0.C. 70 0 O Salix pirpureo 'Nana' Dwarf Blue Artic Willow 2.1.3. No. 3 Container 5' 0.C. 2 RECORD D RAW I N G SPECIMEN U Acer circinotum Pacific Fire Pacific Fire Ma le 2.1.3. No. 15 Container As Shown 2 771-- OREGON DEPARTMENT OF TRANSPORTATION CU WETLAND PLANTS 4" POT Harper Houf Peterson Righellis Inc. Corex morrowii 'Ice Dance' Ice Dance Japanese Sed e 6.4.2.1 4" POT 12" 0.C. 746 (`j1 S T� s�se°°°s'��s�'c200Pa1��a°R9'�.e..�O'22„"�T° smzz"'71 0 0 Carex oshimensis 'Ever old' Vorie oted Japanese Sedge 6.4.2.1 4" POT 12" 0.C. 447 (� 747MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) ~ Carex testoceo 'Prairie Fire' Oroncie New Zealand Sed e 6.4.2.1 4" POT 12" 0.C. 660 MAIN STREET Juncus stens 'Elk Blue' Elk Blue Gra Rush 6.4.2.1 4" POT 12" O.C. 1257 WASHINGTON COUNTY COMMON NAME % PLS PLANT TYPE LBS SY JEFFERY P.CREEL [�� APPROVED BY: DPO 0 LA MVOREGON 2 DESIGNED BY: JPC C) 0 Festuca rubra Gibraltar Gibraltar creeping red fescue17q' PLS Seed 0.003 As Needed T 05/13/11 �`� DRAFTED BY: JPC Festuca rubra ver. commutot 'Silhoutte' Silhouette chewin s fescue 17q PLS Seed 0.003 As Needed SHEET N0. 0 Lolium perenne 'Delaware Dwarf' Del. dwarf perenniol r e rass 44% PLS Seed 0.017 As Needed `qpE Ag PLAN LIST z Lolium erenne Amazin Amazin erennial r e rass 22% PLS Seed D.008 As Needed GN-2 46V-129 110 V POWER AUTOMATIC IRRIGATION CONTROLLER. POWER LOCATE IN WATER RESISTANT TRANSFORMER (TO CONTROLLER AUTOMATIC STAINLESS STEEL ENCLOSURE WITH LOCATION) CONTROLLER(S) LOCKING ACCESS PANEL(S), INSTALLED LANDSCAPE AS SPECIFIED BY MANUFACTURER. GENERAL (VERIFY LOCATION) 1" SCH. 40 PVC CONDUIT, FITTINGS CONTRACTOR CONTRACTOR AND SWEEP ELL TO POWER SUPPLY. CONTRACTOR TO COORDINATE POINT PVC SCH. PVC SCH. 40 L — — OF CONNECTION WITH OWNER AND 80 QUICK COUPLER LOCAL POWER COMPANY. ALL WIRES (LOCATIONS SHOWN) TO BE INSTALLED PER IRRIGATION M LA TERAL CONCRETENAL WITH SSMOOTH REQUIREMENTS. MAIN L LINE 0.25 TROWEL FINISH AND 1/2" RADIUS LINE WATER MANUAL DOUBLE CHECK • TYF ON ALL EXPOSED EDGES METER VALVE VALVE PER CODE ELECTRIC REMOTE 3" SCH. 40 PVC CONDUIT, FITTINGS CONTROL VALVE + AND SWEEP ELL CY o f NOTE: REFERENCE CIVIL SHEETS AND ILLUMINATION MANUAL DRAIN VALVE (AT o �_ IIIII_III—IIIA;III-111_ III III "' PLANS FOR INSTALLATION DETAILS OF INDIVIDUAL LOW POINTS) II III III III— COMPONENTS I11I II IIVOLT CONTROL WIRES TO REMOTE CONTROL VALVES 0 POINT OF CONNECTION SCHEMATIC AUTOMATIC CONTROLLER 0 U 0 0 CD NOTE: C6 TEST COCKS — FOUR REQUIRED 0 1. INSTALL BACKFLOW PREVENTER PER CODE AND REQUIREMENTS SPECIFIED VALVE BOX M OF PREVAILING JURISDICTION LID %2" ABOVE FINISH GRADE WITHIN PLANTING AREAS 0 CV C/) ILL] '� �° BALL VALVE AS SPECIFIED (TYPICAL OF 2) —III—III—III I—III—I I1 III II II III Co UNION (TYPICAL OF 2) I_=III=III=11I � � I11= —I11= SPECIFIED MAINLINE TO REMOTE CONTROL o I_—III III III - I III I III=III=III=1 - 0 III=III— — VAL VES —III—III—III 11-I 11-I 11—I0 0 1- CONCRETE SUPPORT BLOCK RF O R D D RAW I V G II_ INSTALL FILTER FABRIC OVER DRAIN ROCK °' - = 12" DRAIN ROCK cn III— I— I — —I I— OREGON DEPARTMENT OF TRANSPORTATION I- =III=III-III `� = -III BRICKS OR CONCRETE BLOCK SUPPORT - -I —I I— =III=I Harper Houf Peterson Ri hellis Inc. � I III III III ONE REQUIRED AT EACH CORNER p � � COPPER PIPE FROM =III=III =III=III= �� S T� ENGINEERS-``^NNEFS.LANDSCAPE A—H'TECTS. SURVEYORS SUPPLY LI NE 205 SE Spokane S—,Smite 200 Portland,OR 99202 plmn 503.221.1131—lili,—f-50:.221.11]1 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 0 9 MAIN STREET Cz r WASHINGTON COUNTY CY BACKFLOW PREVENTERr l o � JEFFERY P. CREEL v APPROVED BY: DPC OREGON �� DESIGNED BY: JPC C) (1 05/13/11 DRAFTED BY: JPC SHEET N0. `SAE AR IRRIGATION DETAILS GN-3 z 46V-129 BALL VALVE, LINE-SIZED TO VALVE BOX WITH LOCKING LID, TOP OF BOX %2" SPECIFIED TOP SOIL MATCH REMOTE CONTROL VALVE ABOVE FINISH GRADE IN TURF. I" ABOVE FINISH TOP OF BOX %2" ABOVE FINISH GRADE IN GROUNDCOVER AREAS GRADE IN TURF. 1" ABOVE FINISH GRADE IN SCH. 40 45° ELL VALVE IDENTIFICATION TAG GROUNDCOVER AREAS SCH. 40 TEE AT MAINLINE REMOTE CONTROL VALVE FINISH . SCH. 80 NIPPLE TYPICAL OF 2 f - LVE 10 O ROUND PLASTIC VA ADE BOX WITH LOCKING LID Zzzz�" co 2" YP 11 �I 8"0 PVC VERTICAL ACCESS RISE o SPECIFIED TOP SOIL NOTCHED TO FIT OVER MAINLINE ..Ii III III iI li i i1- PVC UNION TYPICAL OF 2 d ==1 — i 111 1 II I— —III —III —III-I — — COMMON BRICK, 2 REQUIRED _ _ LATERAL LINE _ _ _ 180° APART I I-I I =1 -I 2"TYP — — SPECIFIED DRAIN VALVE 1= III—III—I li MAINLINE i i l - 1 I I-III-I I I —III—III =_ COMMON BRICK, ONE REQUIRED AT EACH —III—III-II MAINLINE I—III—IIIIII—III II CORNER OF VALVE BOX i I—III—III- PVC SCH. 80 ADAPTER — l I - I'=i =1 314" WASHED GRAVEL —III—III- 4" SCH. 80 NIPPLE _ _ M z "— 11-1I III —III—III III 1- 1 %2 CUBIC FEET OF 3/4" WASHED 1111_W 1=111=11 I I GRAVEL � III-1111�,III 111111�� I I� 0 REMOTE CONTROL VAL VE MANUAL DRAIN VAL VE 0 U 0 o SPECIFIED TOP SOIL o TOP OF BOX 1/2" ABOVE PAVEMENT FINISH GRADE C) FINISH GRADE IN TURF. I" Co ABOVE FINISH GRADE IN N GROUNDCOVER AREAS ° PAVEMENT SECTION cn 10" DIA ROUND PLASTIC VALVE F_ DETECTABLE METALLIC Lu IBOX WITH LOCKING LID UNDERGROUND WARNING GRADE Z TAPE CENTERED OVER i II-III-III cn � � — — — — — HORIZONTAL LOCATIONS OF 8 DIA PVC VERTICAL ACCESS N III ..'• ..'• ..'• ..'• ..'• . II MAIN AND LATERAL LINES 2" W� f RISER, NOTCHED TO FIT OVER 1=III II=111=III Q i III ` ':.:: SPECIFIED TRENCH BACKFILL o MAINLINE `- II=III=III l1 = -1 1=I COMMON BRICK, 2 REQUIRED SPECIFIED SLEEVE MAIN OR LAERAL LINE RECORD DRAWING:.:.;::::: SPECIFIED GATE VALVE UNDISTURBED SUBGRADE cn -III-III = W MAINLINE -I 1 -III-III-III-III- - 1[ OREGON DEPARTMENT OF TRANSPORTATION -III-III-III III �i'-" -III-I 11-1 11-1 I I-I�i "' CU I1=111=111=1I PVC SCH 80 ADAPTER 1=1 - s T� Harper Houf Peterson Righellis Inc. III—III 4" MIN DEPTH OF 3/4" WASHED GRAVEL SII E„� �EERs.pg Rs.IANNI IEARCT IEI.Rs 2f15 SI'S�okanc ES ii,Suiii 2f1f1 Ponlancl,(R 9'202 pIioncA50'221.1111�� ,Blip ,m Lar.5f1'=11]1 � ISOLATION VALVE SLEEVING lq�_ 747 v MAIN ST: OR99W - RAIL CORRIDOR TIGARD d MAIN STREET C13 E"'� WASHINGTON COUNTY H o � JEFFERY P.CREEL [ APPROVED BY: DPO OREGON C"2�1 DESIGNED BY: JPC U f1 05/13/11 DRAFTED BY: JPC SHEET N0. `SAE Ag IRRIGATION DETAILS GN-4 z / 46V-T SPECIFIED TOPSOIL 1" MIN — 3" MAX DETECTABLE METALLIC I TOP OF HEAD TO BE %2" — 1" UNDERGROUND WARNING ABOVE TAPE CENTERED OVER "� ' GRADE IN TURF AREAS — AT HORIZONTAL LOCATIONS OF a GRADE IN BED MAIN AND LATERAL LINES • • "—POP—UP SPRAY S NKLER FINISH GRADE t' : PVC SCH. 40 — 90° EET ELL o CD LATERAL LINE BARB ELL —III—I ; : : `•''�::'.ry —III—II SPECIFIED TRENCH BACKFILL 18" MIN. SWING PIPE (POLY =1 — MAINLINE f PIPE) — 4 MAX. LENGTH —_ II LATERAL LINE ry I—III—III CONTROL WIRES, BUNDLE BELOW TOP OF MAINLINE I —III—III—I I I III ;� 1I1=III 3�'1-III �II1— SCH. 40 PVC — TEE OR ELL _ AT LAT. LINE C? z III I, UNDISTURBED SUBGRADE BARB ELL c� TYPICAL TRENCHING 12" POP-UP SPRAY SPRINKLER 0 U o SPECIFIED TREE TOP OF BOX %2" ABOVE FINISH GRADE / TOP OF FINISH GRADE IN TURF. 1" C) ABOVE FINISH GRADE IN C.0 MULCH GROUNDCOVER AREAS HUNTER RZWS-18-25 10"0 ROUND PLASTIC VALVE N " DEEP ROOT WATERING BOX WITH LOCKING LID U SYSTEM. 2 PER TREE. M, Lu FINISH GRADE Lu VALVE SPECIFIED TREE GRATE ;� VC SCH. 80 NIPPLE U) .:;� � ;;,..�..,: �i �i II (LENGTH AS REQ.) � � � 1 I SWING ASSEMBLY — PVC SCH. 80 NIPPLE (LENGTH AS REQ.) 1/2—INCH MALE NPT INLET o —I 4 MIN DEPTH OF /4 — III= WASHED GRA VEL � � � � � �� PVC SCH 40 TEE OR EL "' — — — — PVC SCH. 40 TEE OR ELL ><�><��< %><�><�><�� =11 I=111=11 I_ _ MAINLINE RECORD D RAW I N G %%%%<%% PVC SCH. 40 ELL III III III 615 - -� PVC LATERAL PIPE — —i — PVC SCH. 40 STREET ELL �� OREGON DEPARTMENT OF TRANSPORTATION NOTE: I_III_III_i'' NO. 4 GALVANIZED STEEL REINFORCING 1111,—I I 1-1 I� 2. �OPTOF RWSUNITS TOEVENLY BE EVENSPACED FINISH GRADE.ROOT BALL. STEEL GEARBAR MC�)MPS SECURED TO WITH 2 STAINLESS S T 11 NE Harper Houf PeteLANrson Ri hellis Inc. . WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS ADD 3/" QUICK COUPLER ASSEMBLY AS SHOWN. � p g 3 4 GRAVEL UNDER AND NOTE: �V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO MAIN STREET ROOT PENETRATION. NOMINAL QUICK COUPLING VALVE INLET SIZE. r WASHINGTON COUNTY 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA o APPROVED BY: DPO GRAVEL BEFORE LOCKING LID. JEFFERY P.CREEL r vl OREGON DESIGNED BY: JPC �w 05/13/11 DRAFTED BY: JPC DEEP ROOT WA TER SYSTEM QUICK COUPLER `fC�A �~ SHEET E Ag IRRIGATION DETAILS GN-5 z SPLIT LINE W/ 1/4" TEE CENTER ON TREE GRATE 46V-129 TREE ATTACH DRIP TUBING TO BENCH LOCATIONS VARY. TREE GRATE (SEE SHEET GN-12). BASKET ARM W/ VERIFY FINAL BENCH 1/4" UV RESISTANT BLACK LOCATIONS AND ALIGN SCORING WITH C-CLAMPS (TYP.) PLACEMENT WITH OWNER'S TREE GRATE, TYP. REPRESEN TA TZ VE 3' MIN. c=jF_ 1.5' TYP. FLOWER BASKET o (BY OTHERS) 1. TYP. 7UO� oOOO SECURE DRIP TUBING °�° � � OOO� �OOOo � o 7 TO BASKET W/ 1/4" � ° ° 0 DRIP TUBING STAKE (TYP.) o a a o a . Q DRIP EMITTER 3' TY a o PRE-TAPPED 3/8" DIA. a a Q? HOLE W/ GROMMET, TYP. o a o a a C-6 3' TYF, o a a 0 0 (� 0 4 a v 1/4" DRIP TUBING a o INSIDE LIGHT POLE Q 12" VALVE BOX. 3' TYP. CIS TOP OF BOX FLUSH TOP OF SLEEVE FLUSH C) W1 FINISH GRADE. WITH TOP OF SIDEWALK 0 I" PVC CONDUIT SLEEVE04 Q a U) 90° ELECTRICAL SWEEP Lu ISOLATION VALVE w SIDEWALK =coTYPI CAL CONCRETE SCORING PA TTERN o o a o�a o - - R 0 P' NOTE. SEE SHEETS GN 21 THRU GN 25 FOR 0 oY` o SPECIFIC LOCATION OF SCORING PATTERN. RECORD D RAW I ISI C AT LATERAL LINE cn OREGON DEPARTMENT OF TRANSPORTATION \\ \ \�\ \�\ > ° \ \\�� /{ \l�� Harper Houf Peterson Righellis Inc. O \/\\\/ \\\�\�\\\\%\/lo �.° a 4-\\\%\/\\\��\� j S T r 1 Y EN Sp.k— RS.PLANNERS.LANDSCAPE 21A131 Ebl'p—IIRVEYORS / (+-( 1 L 2055E Spokane Skeet,5,�ite 200 Portland,OR 9'1202 phone:503221.1131 www.hhpx.com f.-503.221.11]1 \� \�A\�\\\ \ Ai \��\iA� - o-- \iA\� 747 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET cu WASHINGTON COUNTY NOTE: Er-�l REFERENCE CIVIL SHEETS FOR \�� 1�� \' JEFFERY P.CREEL C) APPROVED BY: DPO o INSTALLATION DETAILS OF `� OREGON zW C) INDIVIDUAL COMPONENTS 05/13/11 DESIGNED BY: JPC DRAFTED BY: JPC LIGHT POLE I RRI GA TION �,� SHEET AE Ag IRRIGATION DETAILS GN-6 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 2" THICK COMPOST Mb TREE WELL (SEE SPECIFIED PLANT GN-12 FOR TREE SET CROWN OF o° CONCRETE SIDEWALK GRATE SIZE & TYPE) ROOTBALL AT FINISH ° °° `; GRADE. NO MULCH LINEAR ROOT BARRIER - OR COMPOST TO BE APPLIED. ° 00 18" DEEP X .80" THICK °� POLYETHYLENE 2 HIGH EARTH ° 0° / SAUCER AT EDGE OF ° - ROOTBALL o° ° ROOTBALL SPECIFIED TREE, SET O ROOTBALL ANCHOR / FINISH GRADE VERTICAL SYSTEM AS = I1=1I /\ :; ='_°` :°" /\\ 1=1 Is�LOOSEN SOIL TO SPECIFIED III III //\ \ III—III= DEPTH OF 12" ENTIRE SHRUB BED SOIL PER SPECI FI CA TIOP cN-7 III III III=111=III=III=111=111 - SET ROOT °o° ° o° o DEEP ROOT -III—III III—III—I 1- ° oIsm I. WATERING SYSTEM III III II— BALL FIRMLY WA TER SETTLED cfl — GN-5 2 X CONTAINER DIAMETER SPECIFIED 7777777-7.7. . . SOIL u SET CROWN OF TREE GRATE ROOTBALL ANCHOR SHRUB PLANTING o z ROOTBALL I" ABOVE o Y TREE WELL FINISH ao Q GRADE o 2" DEPTH GARDEN Co COMPOST, KEEP CLEAR o FROM TRUNK OF TREE U . 6'— TREE GRA TE AND Lu d FRAME AS SPECIFIED Lu CONCRETE SIDEWALK U) a a. BACKFILL TOPSOIL LINEAR ROOT BARRIER 18" _ DEEP X .80" THICK II III III / \\j III III= POLYETHYLENE. TOP OF BARRIER 2" ABOVE GRADE � -III—III—III / 1=III=III=11 —III—I \ FERTILIZER TABS AS SPECIFIED RECORD n RA�� IIII111111 I I I� = III=1 I I=1 11= io III III III \7 REMOVE ALL ROPE, TWINE AND/OR WIRE FROM TOP -1 1= = III=1 1=1 1=1 I I-1 \\—I 111;,111 HALF OF ROOT BALL 1� OREGON DEPARTMENT OF TRANSPORTATION Cu III—III—III—III—III III—III I— I I I= 1 =III= 1=III=1 =III- SET ROOT BALL FIRMLY ON UNDISTURBED NATIVE s 1 Harper Houf Peterson ARCHITECTS-Inc. -III IIII —III=III—III=1 SOIL ESQ �EERs.P2A��ERs.722os°aPE21A131 °hp—f.�E�oRs �. �� 205 SE Spokane Skeet,Sr�ite 200 Portland,OR 9]202 phone:503.221.1131 www.hhpr.com fax:503.221.1171 1 {T` =1 1=1 1=1 '- ROOTBALL ANCHOR SYSTEM AS V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) SPECIFIED MAIN STREET Cu E"'� WASHINGTON COUNTY STREET TREE PLANTINGAPPROVED DPO o JEFFERY P.CREEL .DESIGNED BY: JPC IN SIDEWALK OREGON �W 05/13/11 DRAFTED BY: JPC Cl EET (_ N0. `SAE Ag PLANTING DETAILS GN-7 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 SPECIFIED TREE, NOTE NOTE SET VERTICAL WRAP PLASTIC CHAIN TYPE TIE AROUND TREE, ALLOWING TRUNK TO MOVE ON CENTER SPACING SHALL BE AS 4" IN ALL DIRECTIONS. INDICATED IN PLANTING LEGEND. PLASTIC CHAIN o2 ON CEN TER SPACING TYPE TREE TIE. III-SEE TREE STAKING v �` DETAIL. SPECIFIED TREE �c�� + I I + I I + I I + ( I + PLASTIC CHAIN TYPE TREE TIES, APPROXIMATELY 1" z �� l SPECIFIED PLANT 2-No. 2"0 WOOD TREE C5 + +V� + + STAKES, NOTCHED FOR WIDTH BY 1/8" DEPTH. CROSS TIES BETWEEN TIES AND STAINED AS STAKES AND WRAP TIE P�VING,FCURB SPECIFIED 11 + I I + I I + l l ONCE AROUND TREE. z OR BUILDING FASTEN SECURELY TO STAKE. ~ SET CROWN OF PREVAILING WIND 2-No. 2" DIA WOOD z w ROOTBALL 1" TREE STAKES, NOTCHED \ �? = ABOVE FINISH FOR WIRE STRANDS 04 w GRADE AND STAINED AS TREE STAKING SPECIFIED TRIANGULAR SPACING o Or 4" HIGH EARTH SAUCER AT EDGE OF ROOTBALL 011 2" DEPTH COMPOST MULCH, KEEP Cb E�i CLEAR FROM TRUNK OF TREE C-0 Cy o co � C) Q FINISH GRADE U) _ Lu Lu = �i \\//\\ \\\ 11' TOPSOIL /\/ \/\ TILL NATIVE SOIL TO 12" I� �A�V�AV DEPTH \\// III FERTILIZER TABS AS VAjVAA — — — /VAAV 1= SPECIFIED -I _ _ —III—III—III—I — _ I7'Is� — — — I I —III—III—III=III —III III- REMOVE ALL ROPE, TWINE AND/OR WIRE FROM II III—III—III III—III—III—III—III—I — III—I TOP HALF of ROOT BALL =d1=11- I I I I I I I I I III SET ROOT BALL FIRMLY ON UNDISTURBED OR RECORD D RAW I G IIIIII—III— III—III—III—III—III I —III—III III- WATER SETTLED NATIVE SOIL u5 - —III-1 — 1 11-11 I—III— 1—III-11 I—I I I I I—II �� OREGON DEPARTMENT OF TRANSPORTATION =1 III=1 1=1 III—III CU �I�y(I�� [J� Harper Houf Peterson Righellis Inc. \VIII\ RI� T✓ IdM I\ ENGINEERS-PLANNERS-LANDSCAPE ARCHITECTS.SURVEYORS O -III—III—III—III <�. S Tk,� � 205 SESpok—Skeet.S,Di 200 P.Hland.OR 97202 phone:503.221.1131.1hpr.com fax:503.221.1171 \ 1 DECIDUOUS TREE PLANTING lq�- 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � 0 MAIN STREET Cu E"'� WASHINGTON COUNTY H o � JEFFERY P.CREEL [�� APPROVED BY: DPO OREGON C"1 DESIGNED BY: JPC .> f1 05/13/11 (�1 DRAFTED BY: JPC SHEET (_ N0. `SAE Ag PLANTING DETAILS GN-8 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 PRE—DRILL ANCHOR PILOT HOLE NOTE: TRIM LINER TO TOP EDGE OF FLAT BAR. SEE 2A-1 FOR STORMWATER PLANTER PROFILE SPECIFIED PLANT SEAL TOP EDGE OF FLAT BAR WITH ROOT CROWN WATERPROOF SEALANT LEVEL WITH OR TOP OF LINER TO BE AT JUST ABOVE FINISH OR BELOW TOP OF ON CENTER SPACING GRADE. NO MULCH STORMWATER FACILITY TOPSOIL AS INDI ATED IN PLANTING LEGEND OR COMPOST TO BE APPLIED. TOP OF STORMWATER FACILITY TOP SOIL r ° FINISH GRADE co Lu x��/��/��/��/ /��/��/ /��/��/ /��/��% 2" X 114" HIT ANCHOR 18" 0.C. 2 THICK COMPOST MULCH CD ALUMINUM FLAT BAR o SPECIFIED SOIL 40 MIL LINER 0 GROUND COVER PLANTING LINER ATTACHMENT 0 0 ob O O Co O CV W 3" THICK (1"-2') ROUND Lu STORMWATER FACILITY RIVER ROCK, ROCK MULCH CURB — VARIES — � STREET SIDE CURB. SEE SHEET 28-3 FOR CURB DETAIL. CL D N , III—I _ III _III—III—III—III—III—III—III—I LINER ATTACHMENT —I VARIES III=1 =1 =1 =1 1= =1 (SEE GN-9) 6 RECORD D RAW I ISI G a 10" v TOPSTORMWATER FACILITY 1[ OREGON DEPARTMENT OF TRANSPORTATION LINER ATTACHMENT (SEE GN-9) __/ Cu 314" - NO. 4 WASHED CRUSHED Harper Houf Peterson Righellis Inc. 40 MIL. IMPERMEABLE LINER P I A^^E I I• ^N°s° PEAR° °Rs cio 6 OPEN GRADE AGGREGATE � S T 2055[:S�okanc Slic:cl,Suilc 200 Ponland,OR 97202 221'1 1,'l T,',Ili�r com as.5012211 rl (SEE GN-23 FOR LOCATIONS) (SEE DETAIL SHEET 2B-2) (� 747 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) NOTE.PLANTING LIMITED TO MAIN STREET Cu SHRUBS AND GRASSES WASHINGTON COUNTY IN LINED PLANTERS STORMWATER FACILITY LINERr l o � JEFFERY P.CREEL [C> APPROVED BY: DPO OREGON C"1 DESIGNED BY: JPC U f1 05/13/11 DRAFTED BY: JPC tJj SHEET N0. `SAE Ag PLANTING DETAILS GN-9 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 UPPER RING METAL FIGURE VARIES. VERIFY WITH OWNER PRIOR TO FABRICATION 3/4" SOLID STEEL TUBE. POWDER COAT BLACK FINISH SPECIFIED BENCH 1.5"SOLID STEEL TUBE. 9 POWDER COAT BLACK FINISH 2" SCHEDULE 40 STEEL PIPE. (DETAIL GN SURFACE MOUNT UNT POWDER COAT BLACK FINISH + FINISH GRADE 12" THICK CONCRETE FOOTING o�PO0 16 FINISH GRADE CONC. SIDEWALK CONC. SIDEWALK NOM. THKN. - 4" NOM. THKN. - 4" SEE STD. DETAIL RD720 SEE STD. DETAIL RD720 a r x O ti N EMBEDDED ANCHOR, TYP. z -i1 III III III ...111...111 ..111...111 ..111...111 ..111...111.. c.6 I1=1111 III 1111111 AGGREGATE BASE oIII-III- I III-III-III-I-III-1111 11 (D II -III I IIIIIIIII-III SURFACE MOUNT TiiTi1Ti (DETAIL GN-10) U 6" CLEAR NOTE. ADD ADD DOG LEASH LOOP TO BIKE RACK. BIKE RACK VERIFY WITH OWNER PRIOR TO FABRICATION BENCH oo NOTE. ENSURE THAT BENCH IS LEVEL. C-0 ADD SHIMS AS NEEDED TO ADJUST HEIGHT OF BENCH Co 0 CV SITE FURNISHING FOOT Lu STEEL HEX BOLT, PLATED U) FLAT WASHER, PLATED c� 0 FINISH GRADE co 0 RECORD DRAWING MACHINE BOLT CONCRETE a EXPANSION SHIELD 1[ OREGON DEPARTMENT OF TRANSPORTATION as a a PRE—DRILL ANCHOR PILOTs I Harper Houf Peterson Righellis Inc. N G I NEE RS.PLANN ERS.LANDSCAPE ARCHITECTS.SURVEYORS O - HOLE �<�. k, 205 SE Spokane Skeet,S,Hi 200 Portland,OR 97202 phone:503.221.1131.1hpr.com fax:503.221.1171 A a a CONCRETE PAD �v 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET Cu E,,,i WASHINGTON COUNTY H o � JEFFERY P.CREEL APPROVED BY: DPO SURFACE MOUNT ANCHOR 0513/i OREGON DESIGNED BY: JPC � U n� � � DRAFTED BY: JPC tJ SHEET N0. `SAE Ag DETAILS GN-10 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 PLASTIC CHAIN TYPE TREE TIE. SEE TREE STAKING DETAIL GN-8. 2—No. 2"0 WOOD TREE STAKES, NOTCHED FOR TIES AND STAINED AS SPECIFIED SPECIFIED TREE, SET VERTICAL = SET CROWN OF ROOTBALL I" z w ABOVE FINISH GRADE co o � � o U W o � o a 3" THICK (1"-2") ROUND CD RIVER ROCK, ROCK MULCH oM STORMWATER FACILITY cliCURB — VARIESCn STREET SIDE CURB Lu Lu 12Cn " c i �N — -1 -1 I I— I c� IIII III - III—III—III—III—II— –III III III III GEOTEXTILE FILTER FABRIC oROPE, — III III=1 =1 =1 co REMOVE ALL TWINE �I II III Ir III III III IIIA oAND OR WIRE FROM ROOT -- -1I III - - — — STORMWATER FACILITY 3 �u U BALL – I– –III TOP SOIL III I ``s' I I III—III—III III • � ,. RECORD DRAW r SET ROOT BALL FIRMLY ON 314" NO. 4 WASHED L I II I I II 65 UNDISTURBED OR WATER ,` ��`�•� ' •• '•' ''••' ••• • "��''�••"'�•'� �� CRUSHED OPEN GRADE SETTLED NATIVE SOIL II ` ` AGGREGATE (SEE DETAIL OREGON DEPARTMENT OF TRANSPORTATION C SHEET 2B-2) Harper Houf Peterson Righellis Inc. ..I N.E..-PLANNER.-IA.os�aPE A... T—T.-..—EYORS cio C.( . S T-�, 205 SESpokane Skeet•S.ite200 Portland,OR 9'1202 phone:503221.1131.1hpx.com f:503.221.11]1 1 2 X ROOTBALL DIAMETER 6" DRAIN PIPE 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET Cu E,,,i WASHINGTON COUNTY H o NOTE: SEE SHEET 2B FOR TYPICAL STORM JEFFERY P.CREEL APPROVED BY: DPO �W DESIGNED BY: JPC WATER PLANTER SECTION. SEE SHEET 2B-2 OREGON 05/13/11 DRAFTED BY: JPC v FOR TYPICAL SWALE DETAIL. J'� �� SHEET � ' N0. AE Ag DETAILS GN-11 z 46V-129 (2) #4 @ PERIMETER 3" CLEAR FROM TOP OF SLAB CONCRETE SIDEWALK — SEE & EDGE OF TREE WELL SHEET 2B-4 �a .0.G. ;(SYR.) SIDEWALK #4 CONTINUOUS (4) SIDES I TREE GRATE FRAME � TREE GRATE FRAME GRAT E BOLT,a I �— _ a� 3'x6' SPECIFIED IRON GRATE FASTENER 4 TREE GRATE — ° ° a ,, #4 REBAR EMBED 4" 4 8 4" CLEAR 3'X6' SPECIFIED IRON TREE (SEE SECTION) GRA TE — UNFINISHED 9" DIA. ° ®�� d 4 o°ate a TOP OF MULCH ��, ELECTRICAL CAL I �� ®�� ° `° `. 3 a oa PORT W COVER ° �'°� �'°'� STREET SIDE 6" CURB ° ° EMBEDDED 5" — 4 @ 18" O.C. D( # ��` �� Jo a Oo a.0o Oo a.0o a.0o a.0o co 141 0 3" CLEAR GRATE FASTENER, TYP. 6 0 CD 0 TREE GRATE — PLAN TREE GRATE — SECTION U NOTE: ALIGN ELECTRICAL PORT WITH POWER o OUTLET (SEE DETAIL 1-0007). 0o 0 Cfl 0 M O CV U) H W W 2 Cn U) C� D CO O 0 PERIMETER FRAME (TYPE AND FINISH TO MAKE GRATE) RECORD D RAW I N G ~ .25-20 UCC S.S. BUTTON HEAD SCREW (TYPE AND FINISH TO MAKE GRATE) cn 1[ OREGON DEPARTMENT OF TRANSPORTATION cu A 3'X6' SPECIFIED IRON TREE GRATE — UNFINISHED Harper Houf Peterson Righellis Inc. J N G I NEE RS.PLANN ERS.LANDSCAPE ARCHITECTS.SURVEYORS .a) �.(�. S T k A 205 SE Spok—Skeet,Suite200 Portland,OR 97202 phone:503,221A131.1hpx.com f.!503.221.1171 /°Y ` °a FRAME ANCHOR - 111115' 747 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET cc`a GRA TE BOLT WASHINGTON COUNTY o � JEFFERY P.CREEL APPROVED BY: DPO GRATE FASTENER 05E3oN �� DESIGNED BY: JPC U n� DRAFTED BY: JPC tJ SHEET N0. `SAE Ag LANDSCAPE DETAILS GN-12 z 46V-129 STORMWATER PLANTER °aa p p a 6' X 1.5' SPECIFIED IRON TRENCH ADJACENT SIDEWALK GRATE — UNFINISHED CONCRETE CURB CAST IRON TRENCH GRATE PER SPECIFICATIONS CONCRETE CURB 20 5/8" PADS FOR114" X 2FINAL LEVELING a ° a° a 20 1/8 co a �� tl° p TRENCH CX GRATE FRAME 4 1 TRENCH CX GRATE FRAME 4 1 r CV ad a ' STEEL ANGLE STEEL ANGLE z a c.� 4 ° e °° ° CD GRATE FASTENER 1/2" X 2" NELSON STUD v (SEE DETAIL GN-12) CURB CUT ° SHOP WELDED a ° SEE SHEET a add �da °° 2B-3 dd �d TO FRAME. (24" O.C. TYP.) o p CONCRETE CURB coo o o 0 0 o 0 cb CURB CUT (BELOW) 244)2 o� o� 2402402402. ° 18 GRATE FASTENER co STREET (SEE DETAIL GN-10) CD GRATE BOLT CV cn H W uj TRENCH GRA TE — PLAN cn TRENCH GRA TE — SECTION cn CL0 0 f RECORD DRAWINGi 615 11 OREGON DEPARTMENT OF TRANSPORTATION `u Harper Houf Peterson Righellis Inc. N G I NEE RS•PLANN ERS.LANDSCAPE ARCHITECTS.SURVEYORS S T k� 205 SESpokane Skeet,Suite200 Portland,OR 9'1202 phone:503221.1131..hhpr.c f:503.22].11]1 1 \V\ \ (� 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) - MAIN STREET ca E,,,i WASHINGTON COUNTY cyH o � JEFFERY P.CREEL [ APPROVED BY: DPO OREGON 1 DESIGNED BY: JPC U f1 05/13/11 (C" ��1 DRAFTED BY: JPC SHEET no. LANDSCAPE DETAILS GN-13 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 30" PRE—CAST CONCRETE CAP (MATCH CITY OF 10" TIGARD SEATWALL COLUMN AT SW BURN ST. & SW HALL BLVD.) CSTONE VENEER (MATCH CITY OF RD SEATWALL COLUMN AT SW BU ST. & SW HALL BLVD.) 2—No. #4 HORIZONTAL AR AT TO.W. (TYP) a MASONRY VENEER ORS AT 24" O.C. MAX. CD �. EACH WAY (TYP %2" MORTAR TS, RAKE BACK %2" (TYP) 4 a #4 RE AT 24" O.C. �S 1 3i a ,dISH GRADE NOT STALL _j CONCRETE PAVING, SEE CIVIL PLANS Nt 1a o o EXPANSION JOINT c� co O O7 j I a 2—No. #4 HORIZONTAL REBAR (TYP) ~ /�//�/� ROST LINE a / UNDISTURBED SOILS OR o 4 A ED STRUCTURAL FILL 06 ;MIN 0 CV W 6 ! ONCRETE COLUMN WI TH STONE VENEER X: Section 0 3" 61, " SCALE. 1"=1'— c� 2'x00� M o //v // 0 ,� V S T 22+00 RECORD DRAWING 5OREGON DEPARTMENT OF TRANSPORTATION c wide x 6" high concrete bond — 75 SF O Install concrete surface (see ODOT 40000e ail CU RD 720) — 714 SF oloo Harper Houf Peterson Righellis Inc. CDS 'j 00 OA -� 2055[:5�k Siic.c.i,S Ponland R J7202�lio�_ 0.221'1.111 Il�rcom-s.SOJ 22111 71 9 2O Install 24" wide x 6" high concrete g r,uil[ings and irrigation (see GN16 & GN-21) �� — 105 SF (� 747 �6 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) ced footing (8'x8'x12") — 64SF MAIN STREET c`a O Install 24" wide X 6" high concrP1' - 180 SF WASHINGTON COUNTY H o JEFFERY P.CREEL APPROVED BY: DPO p 1a 20 4 e faced concrete column see photo) OREGON �w DESIGNED BY: JPC ( P ) 05/13/11 DRAFTED BY: JPC C5 Column — 2 (3'x2.5'x2.5') SCALE: = 20' T. 1 SHEET NO. `SAE Ag SITE DEVELOPMENT PLAN GN-14 z Irrigation Legend Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 Equipment C Controller — Hunter 1—Core 600 controller (2 required) with S.S. metal pedestal Symbol Descripion and Solar Sync Sensor. ® Backflow preventor — Febco model 850 y, 1 1/2" or approved equal El Wireless Solar Sync Sensor NBall valve — Nibco t-560 or approved equal. Note:Mount at 10 feet above finish grade on nearest ornamental light pole. Head Schedule Remote control valve — Hunter ICV for spray zones, size as shown. ACZ-075-25 drip zone control kits for light pole drip zones. Hunter PRS40 heads w� mp rotator nozzles Q Quick coupler — Hunter HQ44—LRC ❑ ❑ MPSS530, MPLCS515 & MPRCS515 40 5X30, 5'X15' .44, .22 --------- Sleeving — Schedule 40 PVC — use 3" diameter for lateral line & V T Al�- 0 MP1000 (360, 180, 90 & Corner) 40 8'-15' .75, .37, .19 4" diameter for mainlines. note: add two sleeves where applicable. Q MP2000 (360, 180, 90) 40 13'-21' 1.47, .74, .40 LO Mainline — 1 1/2" Schedule 40 pvc Lateral line — 3/4", Schedule 40 PVC MP3000 (360, 180, 90) 40 22'-30' 3.64, 1.82, .86 C-0 f Lateral line — 1", Schedule 40 PVC c� 70 Lateral line — 1.25", Schedule 40 PVC Hunter root watering system RZWS-18-25 40 NA .25 v 01 Lateral line — 1.5", Schedule 40 PVC 8_0 Lamp post with hanging basket o Lateral line — 1 112", Schedule 40 PVC Hunter Solo—drip SD—B—STK 15 NA .2 GPH Cb CD *Contractor to adjust arc to fit site co Cq Valve Zone Key wIrrigation General Notes Valve number U) 1. The contractor shall inspect the site and verify conditions and dimensions prior to construction. u) 2. Irrigation plans are schematic drawings only. Place lines in a common trench or sleeve whenever possible. field adjust lines to avoid conflict with utilities. 1.5" 45 0 3. Irrigation is coordinated with the planting plan and site improvements and is designed with triangular spacing giving head to head Gallons per minute o coverage. Coordinate irrigation head layout with new plant materials, locate spray heads 30" from base of tree. Notify owner's Valve size 0 representative if discrepancies occur between the plans and field conditions. 4. All components of irrigation system shall be installed and properly adjusted to provide adequate coverage and minimization of over spray onto walks, buildings, parking areas, etc. 65 5. All pipe sizes indicated are minimums. Contractor may not decrease pipe size. Larger pipe sizes may be used at no additional 771 OREGON DEPARTMENT OF TRANSPORTATION cost to owner. CU 6 surfaces.InstoCoordinateI Coordlnatepe an with cont of wires sub VC sleeve below all paved surfaces. Install sleeves prior to placement of pavement s T 'f'SSrs"HarLser Houf(PeterosonERi"hellis Inc. P g 71 0 7. Coordinate irrigation points of connection and location of automatic control valves with project manager. Coordinate all work with � �� "" other trades, i.e. electrical, masonry, etc. �V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 8. Contractor to program automatic controller to allow for the equivalent of 1" of water per week, or per site and planting needs for MAIN STREET CU best plant health. r WASHINGTON COUNTY 9. All pipes shall be trenched. Provide for positive drainage of mainline. Place manual drain at low points in mainline. Locations to r l o be determined in the field. Identify locations on os—builts. JEFFERY P.CREEL [C> APPROVED BY: DPO OREGON 1 DESIGNED BY: JPC 10. Contractor to install controller and accessories per manufacturers' specifications. Contractor to furnish control wires from valves to 05/13/11 DRAFTED BY: JPC C) controller. General contractor shall be responsible for coordinating 110 volt service at locations shown and connection to controller t �~ SHEET C� service. NO. 11. All sprinkler bodies to be 12—inch pop—up type in shrub and storm water planter areas. �AE Ag IRRIGATION LEGEND GN-15 z T. 2 S., 1 W, W.M. 7 000000' 46V-129 0 A5 \N 6 o 4 " \ \ / A4 \ \ \ CY N so I I II z \ / II 0 � '`0O 0 22+00/ Cb 3 C.0 / p / 2 cli o / U) C/� WLU \ _� 3 O Install pvc sleeve (see sheet GN-4) - - - ° 1 0 Install irrigation in joint trench if possible. 8 co 0 0 O Extend 1/2" lateral line to base of ornamental light pole. install light pole planter irrigation connection (see Sheet GN-6). RECORD D RAW I N G a) 0 10 20 r55O3 Install sleeves under all paved surfaces. OREGON DEPARTMENT OF TRANSPORTATION SCALE: 1"= 20' O4 Irrigation system components shown in outside of planting area for diagrammatic purposes. install irrigations r HarperHoufPeterson RighellisInc. system components in planting area. t\ ENGINEERS-PLANNERS- ANDSCAPEARCHITECTS.S°R°E—S �.( 1 k�A 205 SESpok—Skeet,Suite200 Portland,OR 97202 phone:503221.1131.1hpx.com f—503.221.11]1 1 \V\ (\r OInstall lateral line (see sheet GN-15 & GN-5). Locate in sleeve when under paved surfaces. �v 747 ��6 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) � 0 MAIN STREET ICU O Install mainline (see sheet GN-15 & GN-5). Locate in sleeve when under paved surfaces. r, r�l WASHINGTON COUNTY JEFFERY P.CREEL C> APPROVED BY: DPO oO7 Cap mainline for future use. Provide 3 control wires and one common wire in valve box for future use. OREGON �W DESIGNED BY: JPC v Contractor to provide design build irrigation plans upon City of Tigard approval of final design. t� 05/13/11 DRAFTED BY: JPC SHEET N0. 0 Og Repair existing irrigation system components damaged by construction. `QAE Ag IRRIGATION PLAN GN-16 z Sec. 2, T. 2 S., R. 1 W, W.M. OInstall mainline (see sheet GN-15 & GN-5). Locate in sleeve when under paved surfaces. 46V-129 OInstall pvc sleeve (see sheet GN-4). O8 Install lateral line (see sheet GN-15 & GN-5).. Locate in sleeve when under paved surfaces Install irrigation in joint trench if possible. OInstall point of connection (see sheet GN-3). O4 Extend 1/2" lateral line to base of ornamental light pole. install light pole planter irrigation connection (see sheet GN-6). O5 Install sleeves under all paved surfaces. OInstall deep root watering system (see sheet GN-5) -_:A_2 O7 Install controller (see sheet GN-3). I� 3.0 - axii ICY �. CV - O Q0 I z - - - - - - - - - - - - - - - o ° - - - - 7 g \-06 o —aat - -- -- - - ----aai-- --- --- Po o - - .L 0 o %IN STREET S.W. MAIN STREET CD oM 3+00 I 24+00 4+00 _ _ 5+00 cli LU �k00 W \ /i/ I I I 5 W \ 4 CL - - - - -- - - - _ -- - - - - - - - - - - - - - - - - - - h RECORD DRAWING L F � OREGON DEPARTMENT OF TRANSPORTATION CU _ _ _ [I T ()� Harper Houf Peterson Righellis Inc. �� /+, j \ 1 L ENGINEERS-PLANNERS-LANDSCAPE ARCHITECTS.SURVEYORS C.0 1 ✓ � 205 SE Spokane Skeet,Suite 200 Portland,OR 97202 phone:503221.1131.1hpx.com f-503.221.1171 1 CD 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) -� MAIN STREET Ca E,,,i WASHINGTON COUNTY ~ C Re—connect island JEFFERY P.CREEL O APPROVED BY: DPO irrigation to existing OREGON C"1 DESIGNED BY: JPC v ` irrigation system. verify 05/13/11 DRAFTED BY: JPC point of connection 10 20 cr� SHEET N0. in field. Verify operation. SCALE: ," = 20' `SAE Ag IRRIGATION PLAN GN-17 z Sec. 2, T. 2 S., R. 1 W, W.M. 46V-129 B2 1" 14.1 Ulu c - - - - - - - - - - - - - - - - - - - - - - - R - - - - IRR IRR - !RR - 4 ® o �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — It POC ---(D -� ,3 ) - - - - - - - -8 - - - - - - - - - - - - - - - - - 1 I ® 7 5+0026+00 I \ 6+00 27+00 7+00 28+00 N C.0I I 6 FO FO FO FO FO z5 - - - - - - - -— C� co S' o o S� _ - - -_ - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —�� oma■ - — — -1 / 0 I o / ' co B 1 CD N W W 2 W WO Install mainline (see sheet GN-5 & GN-15). Locate in sleeve when under paved surfaces. c O2 Install pvc sleeve (see sheet GN-4). o Install irrigation in joint trench if possible. ( G 0 10~ O3 Install point of connection see sheet GN-3) RECORD DRAWING a� / 9 P g p p 9 I 2a OREGON DEPARTMENT OF TRANSPORTATION O4 Extend 1 2" lateral line to base of ornamental light ole. Install light ole lanter irri ation connection SCALE: 1" = 20' (see sheet GN-6). `U Harper Houf Peterson Righellis Inc. TE N G I NEE RS.PLANNERS-LANDSCAPE ARCHITECTS.SURVEYORS o O Install sleeves under all paved surfaces. �.(�. IS + k�, 205 SESp.k—Sleet.S,H�2DD P.Hla.d.OR 97202 ph.-503221„3,.1hp—f_903.221.1171 O Install deep root watering system (see sheet GN-5). 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET ICU O7 Install lateral line (see sheet GN-5 & GN-15). Locate in sleeve when under paved surfaces. r WASHINGTON COUNTY o � JEFFERY P.CREEL [�� APPROVED BY: DPO OREGON C"1 DESIGNED BY: JPC > f1 05/13/11 (�1 DRAFTED BY: JPC SHEET N0. `SAE Ag IRRIGATION PLAN GN-18 z B3 �\ Sec. 2, T. 2 S., R. 1 W, W.M. JU-129 i" 2.0 \ 3 ■ '— ,U _ J - - - - - - — - - - - - - - - - - - - - - - __ _ - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — AL z - - - - - IRR - - - - IRR _ — B- - - - - - IR - - - - - p0 - - - - - - - - � T— • - - - - - - - II 1 � II 10+00 B5 B6 I I S.W.g+o0MAIN STREET '" 4. s s II II I 8+00 1 1 I I I 30+00 31+00 — — —I— CY � 11 II 11 II `; 1 1 4 2 I I _ _ _ 11 II 5 � '— - - - - - - - — — — - - — - - - — - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U — Cb0 I G co CD cel W Lu Lu W W O Install mainline (see sheet GN-5 & GN-15). Locate in sleeve when under paved surfaces. 0 o O Extend 1/2"sheet GN-6).lateral line to base of ornamental light pole. install light pole planter irrigation connection (see RECORD DRAWING OInstall sleeves under all paved surfaces. 0 10 20 Install deep root watering system (see sheet GN-5). SCALE: 1"= 20 77[1-- OREGON DEPARTMENT OF TRANSPORTATION O4 CU Harper Houf Peterson Righellis Inc. Install lateral line (see sheet GN-5 & GN-15). Locate in sleeve when under paved surfaces. T s °L I^^ s ^�°s° °EAR�� rs s 5(P,= l CD 5 -�, 205 S[:Spokane Siic:ci,Suiic 200 Ponlan1"OR 97202 plio_c')-1 221.1111��v�v lilipr.�om as.501221 ll] 1 {�,T``� O6 Irrigation system components shown in outside of planting area for diagrammatic purposes. install irrigation �V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) system components in planting area. MAIN STREET CU E"'� WASHINGTON COUNTY H o � JEFFERY P.CREEL APPROVED BY: DPO OREGON C"1 DESIGNED BY: JPC U f1 05/13/11 DRAFTED BY: JPC SHEET N0. `SAGN-19 E Ag IRRIGATION PLAN z Sec. 2, T. R. 1 W, W.M. � 46V-129 1 0 I I ® —` ---- _ ____ _ _ _ _ - - - -- - - - % - _ - - - - - - - - - - - _- - - - - - - - - - - - - - - - - M � 11+01 I 33+00 \\ 34+00 0 Q 1 II 0 12+00 ~ +UU a I 32 I I ® I SO z I — S.W. MAIN STREET �' II c� 5 I 3 II 4 2 - - - --- - - - - - - - - - - - - - - - -- - ---- ---- ---- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD --- ---- --- . . . . . . . . . . . . o _ - M_ - - CV IU) LUH W 2 Gn U) C� D C0 OInstall pvc sleeve (see sheet GN-5 & GN-15). install irrigation in joint trench if passible. RECORD D RAW I N G °' O2 Extend 1/2" lateral line to base of ornamental light pole. Install light pole planter o 10 20 CO irrigation connection (see sheet GN-6 . SCALE: 1„ - Zo OREGON DEPARTMENT OF TRANSPORTATION O3 Install sleeves under paved all surfaces. Harper Houf Peterson Righellis Inc. �.( -� 205 S[:SP k S ic:ci,S 200 Ponland OR"202 ,, Ol 221.1111 -11 Pr com L R.501221 11]1 O O4 Install deep root watering system (see sheet GN-5). �v 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) MAIN STREET O5 Install lateral line (see sheet GN-5 & GN-15). Locate in sleeve when under paved WASHINGTON COUNTY surfaces. r)l o JEFFERY P.CREEL [CAPPROVED BY: DPO OREGON C"1 DESIGNED BY: JPC > f1 05/13/11 DRAFTED BY: JPC SHEET N0. `SAE Ag IRRIGATION PLAN GN-20 z Sec. 2, T. 2 S., R. 1 W, W.M. � 46V-129 9G Plant Juncus patens 'Elk Blue' as shown. Juncus patens 'Elk Blue' — 377 (4" Pot) 10 Plant Berberis thunbergii 'Crimson Pigmy' as shown. Berberis thunbergii 'Crimson Pigmy' — 14 (No. 3 Container) VV " 11 Plant Pyrus calleryana 'Chonticleer'as shown. Pyrus calleryana 'Chanticleer' — 1 (2" Caliper) G vV �pX �. 12 Plant Hemerocallis x 'Monold' as shown. 00 P �\ ` ` Hemerocallis x 'Monold' — 10 (No. 1 Container) °` 13 CPlant Iris pseudacorus 'Variegate' as shown LO .5..,-4 Iris pseudacorus 'Variegate' — 11 (No. 1 Container) z 12 14 Plant Ilex verticillate 'Red Sprite' as shown. Ilex verticillate 'Red Sprite' — 36 o g 9 (No.3 Container) U 8-0 15 Plant Cornus alba 'boilholo' as shown. o 16 Cornus alba 'Boilholo' — 11 06 ng / (No.3 Container) o cfl 15 o EXISTING 14 " o TREE '✓/q//�/ 16 Plant Carex morrowii Ice Dance at 18 o.c. `V CANOPY, ' V +Cp 13 Carex morrowii 'Ice Dance' 512 (4" Pot) F- TYP.T 22 LU 17 Install topsoil — 88 CY LU 18 Spread 2" compost mulch. c� Compost mulch — 13 CY c.6 ' • 19 Install lawn seeding. . � .4 Lawn seeding 131 SY 9 RECORD DRAWI r L OREGON DEPARTMENT OF TRANSPORTATION % 77[l 19 17 CU CU Harper Houf Peterson Righellis Inc. G1 Repair existing lawn and irrigation disturbed by construction. O5 Plant Nandina domestics 'Firepower' as shown. Nandina ENGINEERS-PLANNERS-LANDSCAPE ARCHITECTS.SURVEYORS O , , — �.( X S T k � 205 SE Sp.k—Skeet•S,ite200 Portland•OR 9'1202 phone:503,221A131..hhpx.com f—503.22].11]1 domestics Firepower 138 (No. 3 Container) `` �V 747 ��6 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) O Plant Molus 'Royal Raindrops' as MAIN STREET c`a shown. Molus 'Royal Raindrops' — 5 (2" Caliper) r WASHINGTON COUNTY 3 Plant Miscanthus sinensis 'Dixieland' as shown. Miscanthus r l JEFFERY P.CREEL APPROVED BY: DPO o sinensis 'Dixieland' — 69 (No. 3 Container) O7 Plant Pennisetum alopecuroides 'Hameln' at 1.5' o.c. OREGON -42� DESIGNED BY: JPC C) Pennisetum alopecuroides 'Hameln' — 322 (No. 1 Container) t�/ 05/13/11 DRAFTED BY: JPC O Plant Quercus robur x alba 'Crimschmidt' as shown. 0 10 20 -� SHEET N0. Quercus robur x alba 'Crimschmidt' — 5 (2" Caliper) O8 Spread 3" Rock Mulch on storm water facility bottoms. SCALE: ," = 20• LAE Ag PLANTING PLAN GN-21 z Rock Mulch — 9 CY _ Se 2, T. 2 S., W.M. WEI LI ACCUPUNCTURE �RA21�e`Lt �I 46V-129 12575 12571 2 VACANT DOUBLE J CACHE lil 12549 12549 _ 8 00 V k • ° 4 • •;• 3 g 10 c T 11 8 13 6 7 16 M N ST. 12 24+00 25+00 CY � 2 LO CV 14 CV Z U H U \ o 0 0 ao 14 0 14 O Plant Berberis thunbergii 'Crimson Pigmy' 13 Plant Pennisetum alopecuroides 'Homeln'os shown co as shown. Berberis thunbergii 'Crimson Pigmy' — 35 Pennisetum alopecuroides 'Hameln' — 38 (No.1 Container) (No.3 Container) 14 Plant Hemerocallis x 'Monold' as shown. LU O9 Plant the following Shrubs (size as notes) as shown Hemerocallis x 'Monold' — 72 (No. 1 Container) Cf)= Hemerocallis x 'Monold' — 13 (No. 1 Container) U) Ponicum virgatum 'Heavy Metal' — 26 (No. 3 Container) 15 Plant Miscanthus sinensis 'Dixieland' as shown. Cornus sericeo 'Kelseyi' — 34 (No. 3 Container) Miscanthus sinensis 'Dixieland' — 3 (No. 3 Container) 0 14 Cornus alba 'boilholo' — 1 (No. 3 Container) 9 Iris pseudocorus 'Variegate' — 6 (No. 1 Container) 16 Spread 3" Rock Mulch on stormwoter facility bottom. 0 Rock mulch — 9 CY RECORD D RAW I � 10 ~ O1 Install tree grate — 1 (see sheet GN-12) Plant the following Shrubs (size as notes) as shown Berberis thunbergii 'Crimson Pigmy' — 16 (No.3 Container) 17 Spread 2" Compost mulch. 65 2O Install bench — 1 (see sheet GN-10) Miscanthus sinensis 'Dixieland' — 8 (No. 3 Container) Compost mulch — 6 CY 1F OREGON DEPARTMENT OF TRANSPORTATION ONondino domestics 'Firepower' — 12 (No. 3 Container) ^EER •PLA^^E R s LAN sc PEAR l --E— OX voa 3 Install bike rack — 1 (see sheet GN-10) Hemerocallis x 'Monold' — 39 (No. 1 Container) s I,� Harper Houf Peter�Son Righellis Inc. �.( A 205 S[:Sokanc Siic:ci,Suiic 200 Ponland,OR 97202�IioncA50l 221.1111...lih,—)m Las.5012211171 4O Install topsoil. Topsoil — 48 CY 11 Plant Corpinus betulus 'Fastigiate' as shown. � r�' ~ O )9 (2 3 iota inus betulus CarP 'Fosti ' — " Caliper) 747 MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 0 MAIN STREET 1 4 WASHINGTON COUNTY 12 Plant Carex testacea 'Prairie Fire' at 18" O.C. r l 66 Plant Pyrus calleryana 'Chonticleer'os shown. JEFFERY P.CREEL C> APPROVED BY: DPO Pyrus calleryana 'Chanticleer' — 2 (2" Caliper) Carex testacea Prairie Fire — 192 (4 Pots) OREGON w DESIGNED BY: JPC (� 05/13/11 DRAFTED BY: JPC 0 10 20 O7 Plant Acer rubrum 'Bowhall' as shown. SHEET A N0. >, SCALE: 1" = 20' Al E AW PLANTING PLAN Acer rubrum Bowhall — 1 (2 Caliper) GN-22 z Sec. 2, T. 2 S., R. 1 W.M. 46V-129 HILLERS EMBLEM INSURANCE AUTOMOTIVE DRIVETRAIN PERMA—TREAT TIGARD CLEANERS KEPLERS 12537 (D-1 12535 12533 12525 18 12519 UPHOLSTERY 12511 8 .♦p♦ •� •�� • �• � ♦• DDD .D.D 44 .O � •DDGG GQ v pDpDG OpGd 4 G pDppDpDD G G D DDG 4a d 3 16 G G G G G D G G G G G D DDD G G G G G G G G G G G 10 11 12 13 19 19 LO 26 0 19 27+00 28+00 CV 144 g 19 1 6 19 0 " U e 0 0 cfl 0 15 2 o A—BOY U) 12550 POWELL PAINT CENTER LU LU U) O Install tree grate — 3 (see sheet GN-12) 10 Plant Carex elate 'Aurea' as shown 17 Plant Hemerocallis x 'Monold' os shown. Carex elate 'Aurea' — 144 (No. 3 Container) Hemerocallis x 'Monold' — 122 (No. 1 Container) O Install bench — 5 (see sheet GN-10) 11 Plant Panicum virgatum 'Heavy Metal' os shown 18 Install planter — 6 o O Install Topsoil. Topsoil — 8 CY Panicum virgatum 'Heavy Metal' — 32 (No. 3 Container) 19 Spread 3" Rock Mulch on storm water facility RECORD D RAW ~ O Install impermeable liner (see sheet GN-9) 12 Plant Juncus patens 'Elk Blue' as shown. bottom. Rock mulch — 6 CY a Juncus patens 'Elk Blue' — 774 (4" Pot) v� 77[1-- OREGON DEPARTMENT OF TRANSPORTATION 13 Plant Iris pseudacorus 'Variegate' os shown Co g Plant Carpinus betulus 'Fastigiate' as shown. _ Harper Houf Peterson Righellis Inc. O Iris pseudacorus Variegate 8 (No. 1 Container) Cfl Carpinus betulus Fastigiate — 3 (2 Caliper) �� S Tt �ss�sokn�ss,su;°��Pnn,d.OR9�20"�I��"so�2:;,I.. -—El.. C.0 0 14 Plant Carex oshimensis 'Evergold' at 18" o.c. 7 Plant Acer rubrum Bowhall os shown. O _ �V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) 2 O Acer rubrum 'Bowhall' — 3 (2" Caliper) Carex oshlmensls Evergold 447 (4 Pot) • MAIN STREET CU E"'� WASHINGTON COUNTY 15 Plant Acorus calamus Variegatus of 18 o.c. r l O8 Plant Cornus sericea 'Kelseyi' as shown Acorus calamus 'Variegatus' — 53 (No. 1 Container) JEFFERY P.CREEL C> APPROVED BY: DPO > > ~I� DESIGNED BY: JPC _ Cornus sericea Kelseyi — 168 (No. 3 Container) v OREGON �W v 16 DRAFTED BY: JPC Spread 2" compost mulch. 0 10 20 05/13/11 � SHEET Og Plant Cornus alba 'boilholo' os shown. O Compost mulch — 1 CY E ��A �� PLANTING PLAN no. Cornus alba 'Boilholo' — 14 (No.3 Container) SCALE: 1"= 20' A STA.25+55 TO STA.28+58 GN-23 z Sec. 2, T. 2 S., R. 1 W, W.M. 19 2 46V-129 INSURANCE 21 22 12501 18 20 21 17 7 D D p d a Q p D iVi 777 "80 8 4 11 12 15 MAIN ST. 9 10 13 14 4 r– 31+00 29+00 30 00 LO CV z 2 3 5 1 0Existing Bench C-6 Protect in Place U o 00 o cfl co 0 r c J 0 16 U) LU O1 Install tree grate – 4 (see sheet GN-12) 10 Plant Juncus patens 'Elk Blue' at 18" o.c. 17 Spread 3" Rock mulch on stormwoter facility bottom 21 Install topsoil. Topsoil – 3 CY Cf) Juncus patens 'Elk Blue' – 106 (4" Pot) Rock mulch – 9 CY WC2 Install bench – 3 (see sheet GN-10) 22 Install compost mulch. Compost 11 Plant Cornus alba 'boilholo' as shown. 18 Plant Cornus sericea 'Kelseyi' as shown mulch – 1 CY � c.6fl C , .� �, Cornus alba 'Boilholo' – 2 (No. 3 Container) Cornus sericea 'Kelseyi' – 10 (No. 3 Container) 0 0C4 Install trench grate – 1 (see sheet GN-13) 12 Plant Salix pirpurea 'Nana' as shown. 19 Install planter – 3 — ~ Salix pirpurea 'Nana' – 2 (No. 3 Container) RECORD D RAW a C5 Plant Carpinus betulus 'Fastigiata' as shown. in Carpinus betulus 'Fastigiata' – 4 (2" Caliper) 13 Plant Carex testacea 'Prairie Fire' at 18" O.C. 771' OREGON DEPARTMENT OF TRANSPORTATION Carex testacea 'Prairie Fire' – 346 (4" Pots) CU 6O Plant Acer rubrum 'Bowhall' as shown. s r� ENG Harper Houf Peterson Righellis Inc. \ 2111 S[:5�k S-�5,S 200 Ponland OR 172112 2211 .11 -I l fir.com',i' SOJ 22111]l o Acer rubrum Bowhall – 4 (2" Caliper) 14 Plant Ilex verticillata Red Sprite as shown. 0 O Ilex verticillata 'Red Sprite' – 10 (No. 3 Container) �V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) Plant Panicum virgatum 'Heavy Metal' as shown MAIN STREET Panicum virgatum 'Heavy Metal' – 9 (No. 3 Container) 15 Plant Acer circinatum 'Pacific Fire' as shown WASHINGTON COUNTY Acer circinatum 'Pacific Fire' – 2 (Specimen) r C8 Plant Hemerocallis x 'Monold' as shown. JEFFERY P.CREEL � APPROVED BY: DPO OREGON [2� DESIGNED BY: JPC Hemerocallis x 'Monold' – 39 (No. 1 Container) 16 Plant Pyrus calleryana 'Chanticleer' as shown. Pyrus 05/13/11DRAFTED BY: JPC U calleryana 'Chanticleer' – 1 (2" Caliper) 0 10 20 tl'��A �~ 7GN NOT 0 9 Plant Carex elota. Aurea as shown –24 SCALE: 1" = 20' E Ag PLANTING PLAN z Carex elota Aurea – 30 (No. 3 Container) Sec. 2 T. S., R. 1 W, W.M. SHERRIE'S JEWELRY BOX TIGARD CHIROPRACTIC CLINIC TIGARD AREA CHAMBER 46V-129 12425 12405 OF COMMERCE 12345 U) 15 12 5 0 °o 8 • • 15 4 6 MAIN S IT. 33+00 34+00 2 32+00 LO CV N 13 1 10 11 z 0 0 C� D - U _ o - O o CAFE ALLEGRO I cfl MUSTS ON MAIN TIGARDVILLE STATION C=) 12400 12386 12370 0 3 CV v) LWA'S MAKI F— LU LU Ol Install tree grate — 7 (see sheet GN-12) O9 Plant Pennisetum alopecuroides 'Hameln' at 1.5' o.c. Pennisetum alopecuroides 'Hameln' — 35 (No. 1 Container) O2 Install trench grate — 1 (see sheet GN-13) 10 Plant Berberis thunbergii 'Crimson Pigmy' as shown. co O3 Install bike rack — 1 (see sheet GN-10) Berberis thunbergii 'Crimson Pigmy' — 25 (No.3 Container) 0 0 O4 Install topsoil. Topsoil — 33 CY 11 Plant Nandina domestics 'Firepower' as shown. Nandina F- O , p RECORD DRAWING domestics Firepower — 25 (No. 3 Container) OPlant Panicum virgatum 'Heavy Metal' as shown Cf) Panicum virgatum 'Heavy Metal' — 3 (No. 3 Container) 12 Plant Cornus sericea 'Kelseyi' as shown. OREGON DEPARTMENT OF TRANSPORTATION Cornus sericea 'Kelseyi' — 1 (No. 3 Container) O6 Plant Carex testacea 'Prairie Fire' at 18" 0.C. s r� Harper HoufPeterson RighellisInc. �.( ENGINEERS.PLANN ERS.LANDSCAPE ARCHITECTS.SURVEYORS Carex testacea 'Prairie Fire' — 122 4" Pots 13 \ \ 205 SESp°k—sleet.S,He200 P.Hla.d.OR 97202 Phone:50}221]131.1hp—f—503.221.1171 o Plant Carpinus betulus Fastigiata as shown. 0Carpinus betulus 'Fastigiata' — 7 (2" Caliper) �V 747 �� MAIN ST: OR99W - RAIL CORRIDOR (TIGARD) OPlant Hemerocallis x 'Monold' as shown. MAIN STREET CU Hemerocallis x 'Monold' — 32 (No. 1 Container) 14 Spread 3" Rock Mulch on stormwoter facility bottom. �, WASHINGTON COUNTY Rock mulch — 10 CY o O8 APPROVED BY: DPO Plant Carex morrowii 'Ice Dance' at 18"o.c. JEFFERY P.CREEL DESIGNED BY: JPC Carex morrowii 'Ice Dance' — 234 (4" Pot) 15 Install compost 2" mulch. Compost mulch — 4 CY 05E30N ��w U n DRAFTED BY: JPC tJ SHEET 10 20 �` p Ag(J�r PLANTING PLAN no. GN-25 SCALE: 1°= 20' Z 00 70'-0" ctr.—ctr. bents N zn O N Al n (\V 00 N Ben t I N Ben t 2 Q0 a v 82 86 63 I 84 38 83 I `RA R o sw c, v v 63 82 10 osew� Gas' sr ?s s _____ _____ _____________________________________________ ________________ ______ - ---- G --- ---G G—-------- sr � �g TIGARD W W W -------- _ zip I E E E E Sf ______ __________ ________ _ == �'RNJF—Cl 9 ' - -G- ,,;; SEC, 2 T. 25 S., R. 1 W,, W.M. LOCATION MAP 1 "CLR" Line 63® o a No Scale N o N59 o � 9 10 N Genera/ Notes: Provide all materials and perform all work according to ® , the Oregon Standard Specifications for Construction ; -'------ --H_?�---,--�-�--- - 2008. ---------- , SS_____________ _3 -___ ------ ==J Oregon law requires the rules set forth in OAR W- -- ---- w-------- -------� 952-001-0010 through 952-001-0090, adapted b the FO ,,; 9 P J FO ------ Oregon UtilityNotification Center, to be observed ------ - ----- _ Copies of these rules may be obtained from the Center. 82 85 63 5-_--L 63 Q 63 82 87 PLAN Scale: 1"=10' Detail Reference Numbers: 0Construct new drainage inlet, see Roadway Plans. 84 Existing 4 %2" dio. gas line to remain, protect during construction. 10 Existing drainage inlet to be abandoned, see Roadway Q) Plans. 85 Existing sanitary sewer manhole to be abandoned, see Roadway Plans. 38 Install new 2" did. electrical conduit, see Illumination ° Plans. 86 Existing sanitary sewer manhole to remain, see Roadway Plans. 0 ® Tsoh�f€ri s67 X560' 56 . U 87 Existing utilities to remain, protect during construction. LSI 63 Construct poured sea/ant joint sea/ in sidewalk, see o Dwg. BR140. 0 WARNING 0 0 82 Construct new sidewalk, see Roadway Plans. 111611111111 r0 0F THIS BAR DOES 1�183 Install new 8" dia. ductile iron waterline, see Roadway NOT MEASURE 1" Plans. Install ductile iron pipe expansion joints at THEN DRAWING IS 00 bridge ends. NOT TO SCALE V) E 'I- Q DATE REVISION BY OBEC CAD DESIGNER STRUCTURE NO. SHEET DRAFTER: FANNO CREEK, MAIN ST. 1 N Pe Q 912/13 Revised titleblock PRP sPRD�F< OREGON DEPARTMENT OF TRANSPORTATION --s�Tooi__ Q MAIN ST: OR99W — RAIL CORRIDOR (TIGARD) OF Peter R. Pagter,_PE,_SE _- ��'� pINF `�? o ® 1/6/15 As Constructed GH DESIGNER: `��12944 F9 DATE MAIN STREET -2771F _- a RECORD DRAWING July 2013 WASHINGTON COUNTY Pat Goodman oREcon „ Corporate Office: ---------------------- ---------- `�6 / 920 COUNTRY CLUB ROAD,SUITE 7008 EUGENE,OREGON 97407-6089 DRAWING NO. CHECKER: 'OFT�+Rr e.��Fe '', CONSULTING CALC. BOOK ACCOMPANIED BY DWGS. 9229$=BR140,BR157 FR R.ppG RegionalOflices. o Douglas Kirkpatrick, PE ENGINEERS PLAN AND GENERAL NOTES 92297 ---- ----- EXPIRES, 12/31/ LAKE OSWEGO;SALEM,MEDFORD,OREGON REVIEWER: - --- —obeo.com VANCOUVER,WASHINGTON ----------- U 00 w 374 dia. mechanical anchors @ 10'-0" � =_J� Note: max. ct N Field verify conditions and 1 1 1 1 rs. Existing dimensions prior to mechanical 314 dia. hole for %2" dia. 00 -- anchor installation. � >� side N bolts and mechanical anchors, typ. Ex/s t/n 9 %2" bent bar gas line --------------------- ---------- ---- ---- - Q ---- -- Note: 1„ 9 �2 Exis�/ g wall -- Waterline bracing t--fnot curtain °j11 i.y� shown for clarity. -------------------------------------- 1 % „ 8" dia. ductile ironZ ;_ ,_, , waterline w/stee/ z�crocor Existing prestressed 6"cullu10%2" Q yoke pipe roll �'��® Slab INote. 2'-4%2" Field verify bent bar dimensions prior to fabrication. UTILITY INSTALLATION DETAIL UTILITY LOCATION DETAIL BENT BAR DETAIL Scale: 1"--1'-0" Scale: 1"--1`0" Scale: 3"=1'-0" Utility Installation Notes: All structural steel shall conform to ASTM Specification - A36. All structural steel and utility hanging hardware shall be hot-dip gGlivani7ed after fabrication. All steel bolts shall conform to ASTM A325, and all See Detail "A" steel bolts, washers, and nuts shall be hot-dip galvanized after fabrication. r --i - Existing curtain wall 0) All hanger rods shall conform to ASTM A449 and shall -0. r %2" dia. mechanical anchor be hot-dip gallanlzed after fabrication. %2" dia. -r r -------------------- j o mechanical %2" x 2" bent bar, see 8" dia. ductile All mechanical anchors shall be Powers Power-Bolt - detail this sht. iron waterline Heavy Duty Sleeve Anchor, Hilti HSL-3 Heavy Duty C: anchor © j Expansion Anchor, Simpson Strong-Hold Wedge Anchor, O 10'-0" d __y o or approved equal and shall be galvanized after max. ctrs. Steel pipe clamp fabrication. The minimum embedment for the %2" dia. _U) \11 and 374" dia. mechanical anchors shall be 4" and 6" C _---- ---- rvfl respectively. I� �I T TI _------------------ ---- Roller hangers shall be Anvil International Figure 181, Piping Technology & Products, Inc. Figure 195, Cooper N 8" dia. ductile iron 0 3-Line Figure 83110, or approved equal. Minimum vl waterline w/steel capacity shall be 780 pounds for the 8" dia. hanger L pipe c/amp - and 150 pounds for the 2" dia. hanger. 0 0 Steel pipe clamps shall be Anvil International Figure 212, WATERLINE BRACING DETAIL DETAIL "A„ Piping Technology & Products, Inc. Figure 60, Cooper oB-Line Figure 83140, or approved equal. Scale: 1-1'-0" Scale: 3"=1'-0" Offset mechanical anchor locations to avoid conflicts 00 with adjacent utility. N E 'I- Q DATE REVISION BY OSEC CAD DESIGNER STRUCTURE NO. SHEET DRAFTER: FANNO CREEK, MAIN ST. 2 N Pe Q 912/13 Revised titleblock PRP s PRD�F< OREGON DEPARTMENT OF TRANSPORTATION _ s�Tooi__ Q MAIN ST: OR99w - RAIL CORRIDOR (TI CARD) OF Peter R. Pagter,-PE,-SE -_ ��'� pINF `�? o ® 1/6/15 As Constructed GH DESIGNER: `��12944 F9 DATE MAIN STREET -2771F _- a RECORD DRAWING July 2013 WASHINGTON COUNTY Pot Goodman oaEc on Corporate Office: ---------------------- `�6 a° 920 COUNTRY CLUB ROAD,SUITE 10013 EUGENE,OREGON 97401-6089 DRAWING NO. u CHECKER: A �RIY 6,` P See Dwg.92297 for this structure FTFR R P P��`O 'j CONSULTING Regional Offices. CALC. BOOK o ACCOMPANIED BYDWGS. Doug/as Kirkpatrick, P_E ENGINEERS 9 UTILITY INSTALLATION DETAILS 92298 ---- P ----- EXPIRES, 12/31/ LAKE OSWEGO;SALEM,MEDFORD,OREGON REVIEWER: - --- w obeacom VANCOUVER,WASHINGTON ----------- U STRIPING LEGEND SEC.2,T.2 S.,R.1 W. 46V-129 OInst. 4" white line STANDARD DRAWINGS FOR STRIPING ■ TM500 Pavement Marking Standard Detail Blocks CE SH–CS ■ TM501 Pavement Markin Standard Detail Blocks Yellow painted P.T. or edge of WD-2 Inst. 8" white dotted line 9 face of curb curb ramp wing 6' ■ TM502 Pavement Marking Standard Detail Blocks Tye. ■ TM503 Pavement Marking Standard Detail Blocks yy-2 Inst. 8" white line Traffic Flow 2 1 rossv alk o ■ TM505 Rail Crossing Pavement Markings �2' TYP peed labl 1' white bars ❑ TM515 Pavement Markers Ar�o with V spaces ND Inst. narrow double no–pass ❑ TM516 Raised Pavement Markers: Freeway Median Crossover ((3) BI–directional yellow tyype 6' ❑ TM517 Recessed Pavement Markers P.T. or edge of raised reflective pavement Typ- ❑ TM520 Durable Pavement Markings Method 'A' Profiled marked parking space markers. Orient toward ��6' 6' �6'� CW Inst. standard crosswalk 9 traffic flow ■ TM521 Durable Pavement Markings Method 'B' Extruded & Method 'F' Spray El TYPICAL CURB EXTENSION TM522 Durable Pavement Markings Method 'C' Protected Inlaid SPEED HUMP MARKING USED WITH CROSSWALK RR Inst. railroad crossing marking (white) DGES (white) El TM523 Durable Pavement Markings Method 'D' Profile Wet Weather PAVEMENT MARKINGS SYMMETRIC LEADING&TRAILING E ❑ TM524 Durable Pavement Markings Method 'E' Non–Profile Wet Weather CD Inst. left turn straight arrow (white) ❑ TM525 High Performance Markings Modified Urethane Protected Inlaid TI 9,4, ■ TM530 Intersection Pavement Markings (Crosswalk, Stop Bar & Bike Lane Stencil) Yellow paint on face of Gi) curb P.C. or P.T. t � Traffic Flow RSA Inst. right turn straight arrow (white) ■ TM531 Turn Arrow Marking Details YP) � � ElTM539 Traversable Median Details 2 — 2 –�O _T ElTM547 Freeway Entrance Ramp Pavement Markings 2' 2' LA Inst. left turn arrow (white) ❑ TM551 Freeway Exit Ramp Pavement Markings 2 2 � O ■ TM560 Alignment Layout: General Traffic Flow Yellow paint on 3'6 E–LA Inst. elongated left turn arrow (white) ■ TM561 Alignment Layout: Left Turn Lane, Centerline & Medians face of curb Bi–directional yellow type 1 raisedreflective 6 Inst. elongated right turn arrow toward trafficement flow (typical) Orient E—RA (white) SHARED LANE MARKING (white) Inst. bike marking with left turn SIGNING LEGEND TYPICAL TRAFFIC ISLAND PAVEMENT MARKINGS For proportion details,see current version of Standard Highway Signs BSL arrow (white) ON Install new sign (N) GENERAL NOTES. OInst. on–street parking markings (white) M Install new sign (N) on new (M) sign support 1. All longitudinal pavement markings shall be Method "B" thermoplastic, non–profile, 120 mils, except as noted. SH–CS Inst. speed hump marking EXN Maintain and protect existing sign (N) and support (white) 2. All arrows and on–street parking markings shall be Type "B" preformed, fused, thermoplastic film pavement marking Gi) Inst. shared lane marking RSN Remove and save existing sign (N) material. All other pavement legends and pavement bars shall (white) be Type "B–HS" preformed, fused, thermoplastic film high skid RS Remove and save existing sign (N) and remove (M) sign support pavement marking material. iE Inst. traffic island pavement markings M 7 TI (yellow paint & raised pavement markers) 3. The locations of sign installations shown are approximate with U) RIN Reinstall existing sign (N) exact locations to be determined in the field. U) Inst. curb extension pavement markings QCE (yellow paint & raised pavement markers) RI Reinstall existing sign (N) on new (M) sign support 4. Existing signs not shown are to remain in place unless U otherwise directed by the Engineer. 4 Inst. yellow line positioning guide M Remove existing sign (N) and (M) sign support N = Sign Number E M = Material Options: P = Round Pipe SSC = Stainless Steel Clamp ST = Perforated Steel Square Tube U) STP = Perforated Steel Square Tube with Surface–mount Plate OREGON DEPARTMENT OF TRANSPORTATION CU 720 SW Washington Street,Suite 500 ,`��,D PROFFfJ, ' Portland,Oregon 97205 (www )243-3500 0 d .dk associates.com C? �� AGI NEF /D opo 53,044 �' MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) o RECORD DRAWING MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY WASHINGTON COUNTY UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED O APPROVED BY: DMB BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY O� (� OF THIS RECORD DRAWING OR FOR ANY ERRORS OR O �� r�O �� DESIGNED BY: CTS OMISSIONS WHICH MAY HAVE BEEN INCORPORATED q Ry 15, \ DRAFTED BY: REH INTO IT AS A RESULT. THOSE USING THIS0 RECORD ARE �� Q] NDEPEN ENTUMENT VERIFICATIONDVISED OF ITSTACCURAICY BEFORE O APPLYING IT FOR ANY PURPOSE. �- SIGNING AND STRIPING SHEET i EXPIRES:DEC. 31, 2013 LEGEND AND DETAILS SS X SEC.2,T.2 S.,R.1 W. 46V-129 COD J �O Of 1P P P` SLM BSL CW BSL Match existing crosswalk striping \ 12 6� 5� rf ND W-2 12 MAIN 5� \ 12 E—LA 5' 12' W-2 WD-2 12' CW 14' \ 27X 00 8SL E—LA }� / CE W-2 Q EX4 6 � 12• D ZZkQ� EX3 EX34 22 20' 12' 22' 22. 22' 22' U) 8, Q U gRX2 0 10 20 CL E SLM RX3 _ aD U) CU P X RX4 RX10 12 x1 x2 OREGON DEPARTMENT OF TRANSPORTATION CU 720 SW Washington )243-3500 0 ,`��,D PROFFfJ, rem Portland,Oregon 97205et,Suite 500 www.dk associiates.com C? �� AGI NEF opo 53,044 �' MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) RECORD DRAWING l MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY WASHINGTON COUNTY CL UPON INFORMATION FURNISHED BY OTHERS. � DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED cAPPROVED BY: DMB p NOTE: BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 9 �� : N OF THIS RECORD DRAWING OR FOR ANY ERRORS OR CTS O �YG �� DESIGNED BY See sheet SS-6 through SS-11 for signing Details. OMISSIONS WHICH MAY HAVE BEEN INCORPORATED 9 ARY 15. aDRAFTED BY REH See sheet SS for signing legend.D. INTO IT D A RESULT. THOSE USING THIS •9 �' Ug RECORD DOCUMENT ARE ADVISED TO OBTAIN SHEET A, C(' Q] INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE "/. B F— SIGNING AND STRIPING PLAN NO. p APPLYING IT FOR ANY PURPOSE. i EXPIRES:DEC. 31, 2013 STA.20+00 TO STA.22+60 SS-1 X SEC.2,T.2 S.,R.1 W. RX2 RX2 RX RX3 X2 i 46V-129 3 24 3 2 - 2 ' 45' I 11 9' Typ. I CW LA TI LSA 12' T CE W I 12' 24+00 yp. 5+00 ND 2 006 12' SW U41N STREET 22' I I 15 20' 20' 22' ND ND I I CW 7. - 7' 11 SLM P P P P P 2 RX2 R11 6 RX3 X1 X2 1 CV CN C W 0 6 1 Q 0 1 2 3 W 0 10 20 CL E 8 8 1 RX RX8 RS1 SCALE: 1"= 20' N w c_ c Q 3 OREGON DEPARTMENT OF TRANSPORTATION cu .2r 720 SW Washington Street,Suite 500 (503)243-3500 0 �' . D P ROFFs Port ,Oregon 97205dk associiates.com N "N 53,044 F� MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) o RECORD DRAWING l MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY � UPON INFORMATION FURNISHED BY OTHERS. WASHINGTON COUNTY DKS ASSOCIATES IS RELYING UPON THE ACCURACY CONSTRUC110N NOTES AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY cV APPROVED BY: DMB C=) NOTE: OF THIS RECORD DRAWING OR FOR ANY ERRORS OR See Pedestrian In-Pavement Flasher Removal Plan, Q 9� Q� DES GNES B : CTS (v OMISSIONS WHICH MAY HAVE BEEN INCORPORATED 'N See sheet SS-6 through SS-11 for signing details. INTO IT AS A RESULT. THOSE USING THIS Sheet No. SG-3. 9A' �'4 Ry 15.E �� DRAF-ED ?v: eEH (� See sheet SS for signing legend. RECORD DOCUMENT ARE ADVISED TO OBTAIN 'Y g g g APPLYINGET VERIFICATION OF PURPOSE ACCURACY BEFORE Bus O others.op signs to be removed and reinstalled by q M. B EC� SIGNING AND STRIPING PLAN SNOT Q O3 Remove City of Tigard banner and support. EXPIRES:DEC. 31, 2013 STA.20+60 TO STA.25+55 SS-2 X SEC.2,T.2 S.,R.1 W. 46V-129 25 2 RS3 RX RX4 X2 Typ• Typ. RI 23 1 2 W w - - J L + 45° 9' TYp• I Typ. 2' 9' Typ. Typ. 54. I CW 1 I 12' 12' SW MAIN STREET 1 12 SLM CE W Typ. 12' 12 6' Lo 26 0 27+00 6' 28+00 I I 6 12 12' 12' SLM 15' SLM 22' CE 12' 20' _ � 22' 22' �1 CE 7' 7' 7' ND '-C • • ° I ND � P p I p RX RX4 (n RX2 \ U) 2 25 0 t 0 X3 2 3 2 CLE aD aD L N 0 10 20 C CO SCALE: 1"= 20' OREGON DEPARTMENT OF TRANSPORTATION L cu .2r 720 SW Washington Street,Suite 500 (503)243-3500 0 ��,D P ROrr Portland,Oregon 97205dk associates.com N e"N 53,044 F� MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) o l MAIN STREET RECORD DRAWING ORIGINAL SIGNED BY � THIS RECORD DRAWING HAS BEEN PREPARED BASED WASHINGTON COUNTY UPON INFORMATION FURNISHED BY OTHERS. O� DKS ASSOCIATES IS RELYING UPON THE ACCURACY L3UN 11v C=) AND COMPLETENESS OF THE INFORMATION FURNISHED 9 APPROVED BY: DMB N BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY CONSTRUCTION NOTES: O ti� �O , DESIGNED BY: CTS OF THIS RECORD DRAWING OR FOR ANY ERRORS OR '9 'Ry 15 , DRAFTED WHICH MAY HAVE BEEN INCORPORATED _�\� DRAFTED BY: REH U NOTE: INTO IT AS A RESULT. THOSE USING THIS Oi Remove City of Tigard banner and support. q V� SHEET OD RECORD DOCUMENT ARE ADVISED TO OBTAIN �✓/, B E"� SIGNING AND STRIPING PLAN N0. -Q See Sheet SS-6 through SS-11 for signing details. INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE See Sheet SS for signing legend. APPLYING IT FOR ANY PURPOSE. O See Pedestrian Flasher Plan. EXPIRES:DEC. 31, 2013 STA.25+55 TO STA.28+60 SS-3 X SEC.2,T.2 S.,R.1 W. 46V-129 RX RS1 RX6 RX9 RX3 X X to 2 EX1 1 RX14 2 ZE X N RXf X2 RX RX3 1 13 O r DJ ---------------------- - J — — — — — — — — — — — 6 mm —1 30 6 6 5 79, . ND 7 22' 105' Reverse ND Curve 20' SLM 19' 12' 9 19' W TYp 12' CE 12, CW 29+00 s' 3 � — 12' 22' 12' 6' 12' SW MAIN STREET y � 22 20' i 20' �i 15 CW 14, 22' CE7, 22' 20' �, 7' CW 6 If n — — — — — ----------, ` SLM 10 RX1 RX2 — � P N P RX2 P T 0 Q 2 P We U RX2 EX1 X1 CL E RI y 9 R11 � N _ Maintain and protect N RX9 RX6 RSl RS 111 exlsting pavement markings c CU OREGON DEPARTMENT OF TRANSPORTATION L CU .2r 720 SW Washington Street,Suite 500 (503)243-3500 0 M��,D P ROrr Portland,Oregon 97205dk associiates.com N e"N 53,044 F� MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) CIO l MAIN STREET 0 RECORD DRAWING CONSTRUCTION NOTES: ORIGINAL SIGNED BY WASHINGTON COUNTY a- THIS RECORD DRAWING HAS BEEN PREPARED BASED C=) UPON INFORMATION FURNISHED BY OTHERS. O BUS Stop signs to be removed and APPROVED BY: DMB DKS ASSOCIATES IS RELYING UPON THE ACCURACY ti ON AND COMPLETENESS OF THE INFORMATION FURNISHED reinstalled by Others. Q "9� QQ DESIGNED BY: CTS BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY '9 Uq RY 15. \� DRAFTED BY: REH OF THIS RECORD DRAWING OR FOR ANY ERRORS OR < Remove Clty of Tigard banner and support. /�j U NOTE: OMISSIONS WHICH MAY HAVE BEEN INCORPORATED 0 10 20 ,q ��( SHEET INTO IT AS A RESULT. THOSE USING THIS `` "O See sheet SS-6 through SS-11 for signing details. RECORD DOCUMENT ARE ADVISED TO OBTAIN O Remove existing stop bar. Extend Burnham Street B E SIGNING AND STRIPING PLAN No. i INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE /one line and centerline stripes t0 crosswalk as SCALE: 1*= 20' See Sheet SS for signing legend. APPLYING IT FOR ANY PURPOSE. needed. EXPIRES:DEC. 31, 2013 STA.28+60 TO STA.31+65 SS-4 i X SEC.2,T.2 S.,R.1 W. ND 100' 46V-129 100' w-2 W-2 100' E–RA 105' Reverse Curve EX3 E–LA `t RX1 X4 RX2 RX2 O 1 7 �i M RX 10 SSC SH–CS o C7 P i P o x .+ m 2 sH-cs 42 W r P o P P SLM 7' CW 8 Y CE 20' 22' 22' 22' RX RX6 RX RX18 RXi 11 �f�— 22' –I –4 ND 22, E–LA 12' 6' 33+0 18 12 27A 7S 12' SH–CS CW CW 12' SW MANN STREET =1w 2' ~� 22' 22' I - 22 _I 12' 20' lointain and protect 7' 22' 22' existing pavement markings T Ln - - - U) U W-2 TI RR g - SH–CS RX2 Y CL N p CE RX1 RX2 19 20 –4 _ P RX2 P 04 RX3 P 3 2 P o00 U o + c CU �d Ca LO OREGON DEPARTMENT OF TRANSPORTATION CU 720 SW Washington Street,Suite 500�+ PRO FFs Portland,Oregon 97205 (www.dk associiates.com O C:) �� r1GI NEF ✓/� 1 F' 53,044 l' MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) o RECORD DRAWINGMAIN STREET O THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY CONSTRUCTION NOTES: UPON INFORMATION FURNISHED BY OTHERS. WASHINGTON COUNTY DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED O Remove City of Tlgard banner and Support BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY ti Y, ROVED BY: DMB C:) OF THIS RECORD DRAWING OR FOR ANY ERRORS OR q O I OMISSIONS WHICH MAY HAVE BEEN INCORPORATED Q �� 1O A, DESIGNED H": CTS INTO IT AS A RESULT. THOSE USING THIS 9A qRY 15. �\ DRAF ED 3Y REH RECORD DOCUMENT ARE ADVISED TO OBTAIN 0 10 20 'Y �+ V NOTE: INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE A.J. BEV SIGNING AND STRIPING PLAN SHEET o See sheet SS-6 through SS-11 for signing details. APPLYING IT FOR ANY PURPOSE. �0 9 9 9 See sheet SS for signing legend. SCALE: 1-= 20' SS-5 EXPIRES:DEC. 31, 2013 STA.31+65 TO STA.34+60 X SEC.2,T.2 S.,R.1 W. 46V-129 3'-0" 3'-6" 4'-9" TT 6NOT 6"C 4 6 C4C w C4C z 1sw 6"C 4"CiT sw Electric st -STOP Main MaplewoodDr USED RI-I WII-2 W16-7PL Sign No. 1 Sign No. 2 Sign No. 3 Sign No. 4 Sign No. 5 Sign No. 6 Sign No. 7 Sign No. 8 - - - - - I 2'-6" 1 TUALATIN RIVER WATERSHED CITY OF TIGARD -3"BSPEED ADOPT-A- 4"B 1 1 PARTNERS I / NO I I FOR CLEAN WATER I I 1 4'-3" LIMIT o STREET 4"B I — 1 PARKING I 1 THIS PORTION OF I I 1 sw Burnham St 6"C-_ Ij TIGARD CENTRAL -3"B I I FANNO CREEK �I 4"C ALL WAY n�N Y I MAINTAINED BY I I 20BUSINESS DISTRICT 3"B I TN- I 1 I I ONLY 1 ASSOCIATION 3"B / i I l - - - I THS ASIAN CLUB -3"B2 00 RI-3p L 0 1 R2-I R4-7 I - - - - - J Sign No. 9 Sign No. 10 Sign No. 11 2'-6" Sign No. 13 Sign No. 14 Sign No. 15 Sign No. 16 Sign No. 12 YIELD TO 1 — — — — — — — — � DO NOT I NO PARKING I 1 2 PARKINGPERS IUSE I PRIVATE DRIVE I STOP I VEHICLES 1 1 800T AM I I CA TON I ONLY ONLY NOT MAINTAINED BY I I OVER I ON 6' IN HEIGHT I 2cE��uNoaM I I WHEN 1 1 CITY OF TIGARD I R R I I I CROSSWALK I� - - - - - - - - / TRACKS �� - - -/ �` - - -/ I LIGHTS FLASH R3-8a MOD, v R3-4 W10-1 g R8-8 N Sign No. 17 Sign No. 18 Sign No. 19 Sign No. 20 Sign No. 21 Sign No. 22 Sign No. 23 Sign No. 24 CLE U) / \ / \ IBUTTON I PUSH I T VII T RECORD DRAWING I I I OREGON DEPARTMENT OF TRANSPORTATION (� \ / I KIRK I I T O I I HOUR 1 THIS RECORD DRAWING HAS BEEN PREPARED BASED �I/�_ UPON INFORMATION FURNISHED O OTHERS. \ 1 START 1 PARKING I DIKSAND COMPLETENESS TES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED 720 SW Washington Street,Suite 500 (503)243-3500 c:) y / TIME CROSSWALK G H T SBUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY p PR / / I .- I I -► OF THIS RECORD DRAWING OR FOR ANY ERRORS OR ` /F(� Portland,Oregon 97205 www.dksassociates.com \\ I I I OMISSIONS WHICH MAY HAVE BEEN INCORPORATED \� J ( ( ( INTO IT AS A RESULT. THOSE USING THIS \� GI NE �D C? \ / ` / ` / ` / RECORD DOCUMENT ARE ADVISED TO OBTAIN t� 53,044 F MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) - - - - - - - - - `V w P CV � INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE O APPLYING IT FOR ANY PURPOSE. l MAIN STREET W16-7PR ORIGINAL SIGNED BY WASHINGTON COUNTY o Sign No. 25 Sign No. 26 Sign No. 27 Sign No. 28 Sign No. 29 � APPROVED BY: DMB DESIGNED BY: CTS — 1 9�p ARY 15, �\ DRAFTED BY REH U DENOTES EXISTING SIGN M. BEC' SNOT I � SIGNING DETAILS — J EXPIRES:DEC. 31, 2013 SS-6 X SEC.2,T.2 S.,R.1 W. 46V-129 — — — I ADOPT A PARK "O 1 I � NO1 I PROGRAM I — — — — — — I I TUALATINRIVER I TO Ilk PARKINGWATERSHED1-7 I NO i PARKING I I HERRE I140 I I I ANY I CORNER I THIS PARK I I FEET I PARTNERS PARKING I I TAME I I MAINTAINED BY T I I 4-111. I �� I I MAIN ST VILLAGE APTS FOR CLEAN WATER FOR MORE INFO CALL CITY OF TIGARD I I FANNOCREEK (300) I 639-4171 EXT 398 I M6-1 — Sign No. 30 Sign No. 31 Sign No. 32 Sign No. 33 Sign No. 34 Sign No. 35 Sign No. 36 r — — — — — — — — IT IS UNLAWFUL TO POSESS, CONTROL OR CONSUME ANY ALCOHOLIC BEVERAGES IN THIS PARK I NO 1 I HR NO TMC 7.52.100 I I PARKING I I FANNOCREEK i i PARKING I — — — — — — VIOLATIONS MAY RESULT I THIS SIDE I I TRAIL 9.00 AM I I I SW MAIN ST I PARKING IN CIVIL PENALTIES I OF STREET I I I I I ANY TO 6:00 PM I - - - - - TIME I (TMC 1.16) I I I I I ALCOHOLIC BEVERAGES IN THIS PARK ARE SUBJECT TO SEIZURE I I ADOPTAPATH - - - - - - - - I I PROGRAM UI - - - - - -I cn 0 v Sign No. 37 Sign No. 38 Sign No. 39 Sign No. 40 Sign No. 41 Sign No. 42 3 cn CLE ^ `L VJ C cuC C OREGON DEPARTMENT OF TRANSPORTATION L cu cy. 720�� PR OFFfr, no Por SW Washington Street,Suite 500 www. ksass ci O Portland,Oregon 97205 www.dksassociates.com C? 53,044 MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) 00 cz>o RECORD DRAWING MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY WASHINGTON COUNTY UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED APPROVED BY: DMB BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 9 O N OF THIS RECORD DRAWING OR FOR ANY ERRORS OR O �&4 �O DESIGNED BY: CTS OMISSIONS WHICH MAY HAVE BEEN INCORPORATED , 7 A RY 15, �� DRAFTED BY: REH INTO IT AS A RESULT. THOSE USING THIS 'Y RECORD DOCUMENT ARE ADVISED TO CAi I DENOTES EXISTING SIGN q M. BEC' SNOT INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE `O APPLYING IT FOR ANY PURPOSE. 13- — J EXPIRES:DEC. 31, 2013 SIGNING DETAILS SS-7 X SEC,2,T.2 S.,R,1 W. 46V-129 SIGN SIGN SIGN BORDER RADIUS ARROW SIGN SUB- COLOR �� LEGEND SIGN TYPE OF SUPPORT POST FOOTING REFER TO REMARKS NO. LOCATION DIMENSIONS WIDTH SIZE TYPE STRATE BACK- TYPE NO. SECONDARY OREGON STANDARD (IN.) GROUND LEGEND 2 } SIGN SUPPORT SIZE LENGTH LOCATION DRAWING 4 � _ z / DEPTH U 0 3/ m LU o z z 0 5/ > > > Q LU w H w Q g w 0 mz a o w D g O L� O m ? U.1 m ¢ J a z Q LENGTH 0 > m WIDTH HEIGHT N CO io o) o Q> > j O O w CJ Q m w z z z o rn U O z J — — � J to m m (FT.) w w (u w a ¢ — X — X U H CO r J K U O w fn N prp o U J Q o a a a a w w p w g 0 U 2 m g z W LL 2 o U w Q LU w z H O m w Q O w U.1 a U O Q o w z a a w v ry m ots H U) rn O H ¢ m CO C7 J Q m ¢ In I� OLU ¢ H o (o LU o _j m x � ('/-)- 'U-)- u~i O w w O w H j o ¢ v v m u~i (A cp O- (A w Q Q Q Q Z d 0 O- I– CO <12 U U w F- F- H F 1 1 23+23 RT 30 30 R ✓ R SW ✓ 1 ✓ 2 12X 2 1/2(12 ga.) 13'-6" 2'-9 1/4" ✓ ✓ ✓ MUTCD R1-1 29+93 RT ✓ 2 12 X 2 12(12 ga.) 13'-9" 2'-91/4" ✓ ✓ ✓ MUTCD R1-1.Reinstall existing sign on newsupport. 30+7 i LT 30 30 R ✓ R SW ✓ ✓ 2 12X 2 12(12 ga.) 13'-9" 2'-9 1/4" ✓ ✓ ✓ MUTCD R1-1 33+22 LT 30 30 R ✓ R SW ✓ ✓ 2 12X 2 12(12 ga.) 13'-6" 2'-9 1/4" ✓ ✓ ✓ MUTCD R1-1 2 23+3 RT 30 30 Y1 ✓ Y SK ✓ ✓ 2 12 X 2 12(12 ga.) 13'-3" 2'-91/4" ✓ ✓ ✓ MUTCD W11-2 23+5 LT 30 30 Y1 ✓ Y BK ✓ ✓ 2 12 X 2 12(12 ga.) 13'-3" 2-9 1/4" ✓ ✓ ✓ MUTCD W11-2 25+9 LT 30 30 Y1 ✓ Y BK ✓ ✓ ✓ ✓ MUTCD W11-2.See pedestrian flasherplan. 25+9 LT 30 30 Y1 ✓ Y BK ✓ ✓ ✓ ✓ MUTCD W11-2.See pedestrian flasher plan. 25+9i RT 30 30 Y1 ✓ Y SK ✓ ✓ ✓ ✓ MUTCD W11-2.See pedestrian flasher plan. 25+98 RT 30 30 Y1 ✓ Y JBK ✓ ✓ ✓ ✓ MUTCD W11-2.See pedestrian flasher plan. 33+1 RT 30 30 Y1 ✓ Y SK ✓ ✓ 2 12 X 2 12(12 ga.) 13'-3" 2'-91/4" ✓ ✓ ✓ MUTCD W11-2 33+7 i LT 30 30 Y1 ✓ Y BK ✓ ✓ 2 12 X 2 12(12 ga.) 14'-9" 6'-31/4" ✓j MUTCD W11-2.Use deep foundation in planter. 3 23+33 RT 24 12 Y1 j Y BK ✓ 3 ✓ ✓ MUTCD W16-7PL.Install belowSign No.2. 23+5 RT 24 12 Y1 ✓ Y BK ✓ ✓ ✓ MUTCD W16-7PL.Install belowSign No.2. 25+9 LT 24 12 Y1 ✓ Y I JBK ✓ ✓ ✓ ✓ MUTCD W16-7PL.See pedestrian flasherplan. 25+90 RT 24 1 12 1 1 1 1 1 1 _+_+Y1 ✓ Y BK ✓ ✓ ✓ ✓ MUTCD W16-7PL.See pedestrian flasherplan. 0? CN 1_/ BK=BLACK / NOTE: L,C,R ARE LOCATIONS OF POSTS 3_/ DISTANCE FROM EDGE OF TRAVEL LANE, 4/ NOTE:THE LOCATIONS SHOWN ARE 5/ MINIMUM DEPTH OF FOOTING FOR Q BL=BLUE FACING THE SIGN. FACE OF CURB,GUARDRAIL,OR BARRIER APPROXIMATE EXCEPT FOR SPEED TRIANGULAR BASE BREAKAWAY AND Q BR=BROWN L=LEFT POST TO THE CENTERLINE OF FOOTING.FOR ZONES,SCHOOL ZONES AND MILEPOST MULTI-POST BREAKAWAY INSTALLATIONS 0 G=GREEN C=CENTER POST ADDITIONAL INFORMATION SEE MARKERS.EXACT LOCATIONS ARE TO IS FOR A 2'DIAMETER FOOTING.FOR O=ORANGE R=RIGHT POST STANDARD DRAWINGS TM601,TM602 BE DETERMINED BY THE ENGINEER. ADDITIONAL INFORMATION SEE CL l� R=RED AND TM635 STANDARD DRAWINGS TM601 AND TM602. E RB=RED-BLUE SW=SILVER-WHITE Y=YELLOW N YG=YELLOW-GREEN W=WHITE FY=FLUORESCENT YELLOW OREGON DEPARTMENT OF TRANSPORTATION L co 720 SW Washington 243-3500 0 ,��ED P ROfFff rim Portland,Oregon 97205et,Suite 500 www.dksassociates.com C? �� G1 N opo 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) C:> l MAIN STREET CL ORIGINAL SIGNED BY RECORD DRAWING WASHINGTON COUNTY THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. GLIN DKS ASSOCIATES IS RELYING UPON THE ACCURACYv ti APPROVED BY: DMB N AND COMPLETENESS OF THE INFORMATION FURNISHED O 9ili� ,y0� DESIGNED BY: CTS 04 BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY '9 A RY 15. A, OF THIS RECORD DRAWING OR FOR ANY ERRORS OR DRAFTED BY: REH C..) OMISSIONS WHICH MAY HAVE BEEN INCORPORATED V� INTO IT AS A RESULT. THOSE USING THIS M r SH '0 RECORD DOCUMENT ARE ADVISED TO OBTAIN B E�� NO T INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE SIGN&POST DATA TABLE (Z APPLYING IT FOR ANY PURPOSE. EXPIRES:DEC. 31, 2013 SS-8 SEC.2,T.2 S.,R.1 W. 46V-129 SIGN SIGN SIGN BORDER RADIUS ARROW SIGN SUB- COLOR �� LEGE14D SIGN TYPE OF SUPPORT POST FOOTING REFER TO REMARKS NO. LOCATION DIMENSIONS WIDTH SIZE TYPE STRATE BACK- TYPE NO. F SECONDARY OREGON STANDARD IN. LEGEND z LOCATION MIN. DRAWING 4 ( ) GROUND 2 } 70 SIGN SUPPORT SIZE LENGTH DEPTH Q U / / w U) 2 3/ > > F W Q W j w 5/ zo a a it Q� g g CO w00 0 55 ? Q w Y LU J a z H w m WIDTH HEIGHT Q N io co o, -Q O z � O O m w j z LENGTH W J 04 L� ( Q — X — X U H H J O_ m W 0 W j (FT.) J W N ano V W Q 0 J W D.LU a a a. LL w O w LU z CQ H � O U) w Q u, O w w W a - 0 Q o W Q d 0) O °r J U I- Q a ry o Q m °a H CO cj) W O W R W Z H Z Q N F r W H O (O LU P U) _j x X w w w w O w 0 w 2 5 Q v v m U)) gcli co co CO 0 a w w Q Q Q Q z m 0- H W W Q U U w r r r r 5 31+69 LT 45 12 ✓ ✓ G ✓ G SW ✓ 5 ✓ ✓ Install above Sign No.6. 31+69 LT 45 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.6 and opposite Sign No.5. 6 23+23 RT 36 12 ✓ ✓ G ✓ G SW ✓ 6 ✓ ✓ Install above Sign No.1. 23+23 RT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1 and opposite Sign No.6. 29+93 RT 36 12 ✓ ✓ G v'j G SWI I Install above Sign No.1. 29+93 RT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1 and opposite Sign No.6. 30+76 LT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1. 30+76 LT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1 and opposite Sign No.6. 31+69 LT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1. 31+69 LT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1 and opposite Sign No.6. 33+22 LT 36 12 ✓ ✓ G ✓ G SW ✓ I ✓ ✓ Install above Sign No.1. 33+22 LT 36 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.1 and opposite Sign No.6. 7 33+22 LT 42 12 ✓ ✓ G ✓ G SW ✓ 7 ✓ ✓ Install above Sign No.6. 33+22 LT 42 12 ✓ ✓ G ✓ G SIN ✓ ✓ ✓ Install above Sign No.6 and opposite Sign No.7. 8 23+23 RT 57 12 ✓ ✓ G ✓ G SW ✓ 8 V., V" Install above Sign No.6. 23+23 RT 57 12 ✓ ✓ G ✓ G SW ✓ ✓ ✓ Install above Sign No.6 and opposite Sign No.8. ai N 1_/ BK=BLACK 2_/ NOTE: L,C,R ARE LOCATIONS OF POSTS 3_/ DISTANCE FROM EDGE OF TRAVEL LANE, 4/ NOTE:THE LOCATIONS SHOWN ARE 5/ MINIMUM DEPTH OF FOOTING FOR U BL=BLUE FACING THE SIGN. FACE OF CURB,GUARDRAIL,OR BARRIER APPROXIMATE EXCEPT FOR SPEED TRIANGULAR BASE BREAKAWAY AND g BR=BROWN L=LEFT POST TO THE CENTERLINE OF FOOTING.FOR ZONES,SCHOOL ZONES AND MILEPOST MULTI-POST BREAKAWAY INSTALLATIONS N G=GREEN C=CENTER POST ADDITIONAL INFORMATION SEE MARKERS.EXACT LOCATIONS ARE TO IS FORA 2'DIAMETER FOOTING.FOR CL E O=ORANGE R=RIGHT POST STANDARD DRAWINGS TM601,TM602 BE DETERMINED BY THE ENGINEER. ADDITIONAL INFORMATION SEE —_ R=RED AND TM635 STANDARD DRAWINGS TM601 AND TM602. N RB=RED-BLUE SW=SILVER-WHITE N Y=YELLOW YG=YELLOW-GREEN HITE _0 F WFLUORESCENT YELLOW OREGON DEPARTMENT OF TRANSPORTATION L co CT. 720 SW Washington 243-3500 CD ,`��D PROFFff, rim Portland,Oregon 97205et,Suite 500 www.dksassociates.com o �� 'I N EF /a C'400 53,044 �' MAIN ST:OR99W RAIL CORRIDOR(TIGARD) o l MAIN STREET CD WASHINGTON COUNTY a RECORD DRAWING ORIGINAL SIGNED BY C:) THIS RECORD DRAWING HAS BEEN PREPARED BASED ULIN UPON INFORMATION FURNISHED BY OTHERS. v APPROVED BY: DMB O DKS ASSOCIATES IS RELYING UPON THE ACCURACY 9 N BUT ASSUMES N RESPONSIBILITY FOR THE ACCURACY ti AND COMPLETENESS OF THE INFORMATION '9 4 RY 15. � DESIGNED BY: CTS A, `\� DRAFTED BY: REH OF THIS RECORD DRAWING OR FOR ANY ERRORS OR •V,/ V'` OMISSIONS WHICH MAY HAVE BEEN INCORPORATED '7 Ii. D C!" SHE T IP/ INTO IT AS A RESULT. THOSE USING THIS D L V O RECORD DOCUMENT ARE ADVISED TO OBTAIN �i APPLYING IT VERIFICATION OF PURPOSE ACCURACY BEFORE EXPIRES:DEC. 31, 2013 SIGN&POST DATA TABLE SS-9 X SEC.2,T.2 S.,R.1 W. 46V-129 SIGN SIGN SIGN BORDER RADIUS ARROW SIGN SUB- COLOR �� SIGN TYPE OF SUPPORT POST FOOTING REFER TO REMARKS L NO. CATION DIMENSIONS WIDTH SIZE TYPE STRATE LEGEND BACK- TYPE NO. SECONDARY REGON STANDARD LEGEND ~ DRAWING 4 (IN.) GROUND 2 > o SIGN SUPPORT SIZE LENGTH LOCATION DEPTH LD U 3/ > > H Lu Q 2 w Z 0 5/ co z LU LU g ~ p Ln z of w O d2 LU w OD ¢ J Z WIDTH HEIGHT N iv ih io o> ¢ O Z O O w O m Of w z z LENGTH z 0 04 LL ¢ = X = x U N m I- J O' fn O W co (FT.) J W N OD O W W W W W Z ¢ (A w g (n (n � m g Z D LL co U LU Q Q wp 0_ 0_ a a W Z Z a H 0 a W LLl ¢ Of v Lo O m H W 0_ U U' J U ~ ¢ O¢ otf O W LU 2 O 0O LL Z F- Z n LU F-i O r r eo LU F- U) x X U)i U)i ai ai O w w O w H o ¢ v v Q aico 0 a co xs (� W ¢ ¢ ¢ ¢ z a- 0 d H co ¢ U m w F F F F 9 9+93 RT 51 12 ✓ ✓ G ✓ G S W ✓ 9 ✓ Install above Sign No.6. 9+93 RT 51 12 ✓ ✓ G ✓ G SW ✓ ✓ Install above Sign No.6 and opposite Sign No.9. 0+76 LT 51 12 ✓ ✓ G ✓ G S W ✓ ✓ Install above Sign No.6. 0+76 LT 51 12 ✓ ✓ G ✓ G SW ✓ ✓ Install above Sign No.6 and opposite Sign No.9. 10 +40 RT 30 36 W1 ✓ SWBK ✓ 10 ✓ 2112 X 2 12(12 ga.) 11'-6" 2'-9 1/4" ✓ ✓ ODOT 0R24 2+19 LT 30 36 W1 ✓ SW BK ✓ ✓ 2 12 X 212(12 ga.) 11'-6" 2'-9 1/4" ✓ ✓ 1 1 1 10DOTOR2-1 11 +63 RT 24 30 W1 ✓ SW BK ✓ 11 ✓ 2 X 2(12 ga.) 11'-6" 2'-9 1/4" ✓ ✓ MUTCD R4-7 3+55 LT 24 30 W2 ✓ SW BK ✓ ✓ 2 X 2(12 ga.) 11'-6" 2'9 1/4" ✓ ✓ MUTCD R4-7 +86 RT 24 30 Wi ✓ SW BK ✓ ✓ 2 X 2(12 ga.) 11'-6" 2-9 1/4" ✓ ✓ MUTCD R4- 12 1+65 RT 30 36 ✓ ✓ G v'j G SW ✓ 12 ✓ 2 12"X 2 12"(12 ga.) 12'-9" 2'9 1/4" ✓ ✓ 12a 1+65 RT 30 6 G ✓ G SW ✓ 12a ✓ Install sign belowSign No.12. 13 9+93 RT 13 ✓ Reinstall existing sign belowSign No.1. 0+76 LT 18 6 R ✓ R SW ✓ ✓ Install belowSign No.1. cr 17 +23 RT (18) (12) 17 ✓ Reinstall existing sign opposite Sign No.1. 0 18 +86 RT 24 24 W2 ✓ SWI R BK ✓ 18 ✓ MUTCD R34.Install opposite Sign No.11. 07 07 19 +86 RT 24 24 Y1 ✓ Y SK ✓ 19 ✓ 2 12 X 212(12 ga.) 13'-3" 2'-9 1/4" ✓ ✓ MUTCD W104 0 0 20 +86 RT 24 30 W1 ✓ SW SK ✓ 20 ✓ MUTCD R8-8.Install sign belowSign No.19 07 24 2+95 LT 48 30W1 ✓ SW BK ✓ 24 ✓ 2 12 X 21/2(12 ga.) III 2'--9 114" v" ✓ MUTCD R3-8a Mod. E +4 N 1_/ BK=BLACK 2_/ NOTE: L,C,R ARE LOCATIONS OF POSTS 3_I DISTANCE FROM EDGE OF TRAVEL LANE, 4-/ NOTE:THE LOCATIONS SHOWN ARE 5/ MINIMUM DEPTH OF FOOTING FOR U) FACING FACING THE SIGN. FACE OF CURB,GUARDRAIL,OR BARRIER APPROXIMATE EXCEPT FOR SPEED TRIANGULAR BASE BREAKAWAY AND BR=BROWN L=LEFT POST TO THE CENTERLINE OF FOOTING.FOR ZONES,SCHOOL ZONES AND MILEPOST MULTI-POST BREAKAWAY INSTALLATIONS � G=GREEN C=CENTER POST ADDITIONAL INFORMATION SEE MARKERS.EXACT LOCATIONS ARE TO IS FOR A 2'DIAMETER FOOTING.FOR _0 O=ORANGE R=RIGHT POST STANDARD DRAWINGS TM6O1,TM6O2 BE DETERMINED BY THE ENGINEER. ADDITIONAL INFORMATION SEE OREGON DEPARTMENT OF TRANSPORTATION m R=RED AND TM635 STANDARD DRAWINGS TM6O1 AND TM6O2 RB=RED-BLUE P R�FFff 1 Por SW Washington Street,Suite 500 www. ksass ci SW=SILVER-WHITE Portland,Oregon 97205 www.dksassociates.com CD Y=YELLOW \� N G I N o W=WHITEW GREEN F 53,044 MAIN ST:0R99W-RAIL CORRIDOR(TIGARD) N 00 CD FY=FLUORESCENT YELLOW MAIN STREET CD RECORD DRAWING ORIGINAL SIGNED BY IZ THIS RECORD DRAWING HAS BEEN PREPARED BASED WASHINGTON COUNTY UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY �, APPROVED BY: DMB O AND COMPLETENESS OF THE INFORMATION FURNISHED y O N BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY O �iG �O DESIGNED BY: CTS OF THIS RECORD DRAWING OR FOR ANY ERRORS OR 1A' qRY 15. �� DRAFTED BY: REH OMISSIONS WHICH MAY HAVE BEEN INCORPORATED �. �� SHO T U INTO IT AS A RESULT. THOSE USING THIS Q) RECORD DOCUMENT ARE ADVISED TO OBTAIN O INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE SIGN&POST DATA TABLE APPLYING IT FOR ANY PURPOSE. EXPIRES:DEC. 31, 2013 SS-10 X SEC.2,T.2 S.,R,1 W. 46V-129 SKIN SKIN SIGN BORDER RADIUS ARROW SIGN SUB- COLOR �� LEGEND SIGN TYPE OF SUPPORT POST FOOTING REFER TO REMARKS NO. LOCATION DIMENSIC NS WIDTH SIZE TYPE STRATE BACK- TYPE N0. OREGON STANDARD LEGEND z SECONDARY DRAWING 4 (IN.) GROUND 2 } o SIGN SUPPO T SIZE LENGTH LOCATION DEPTH Q U / / w I A 2 3/ > > H w }¢ 2 W Z w 5/ W W g � V5 I-L Z O 1 0- a LU m a�a g g w = 00 O z Q w Y J a z 2 F w cco o WIDTH HEIGHT N iv io io o> o a 0 z O_ O w (7 m w U) z LENG H Z p N LL CL g a = X = X v m w [C m O w U) (FT. W N W ❑ w w w w w z a m W g m u) 2 m z ❑ L� g m U w Q ❑ w w a a a a LL w z O H ❑ 0 0) Li ¢ (r LO O W w H O a ❑ w z a a w v 04 m LU o 7 m C7 I V a ❑ Q otf ¢ F o co O W ❑ rn ui m a z O O w Q z LL ❑ (1- x x to o r� ao Lu � m m x U)i U)i ai ai O w w 0 w CC ❑ H o ¢ v v m ai m oa a rn w ¢ ¢ ¢ ¢ z D ❑ a H m m ¢ U U w H H H I- 25 25+98 LT 24 2 Y1 ✓ Y BK ✓ 25 ✓ ✓ ✓ MUTCD W16-7PR.See pedestrian flasher plan. 25+98 RT 24 2 Y1 ✓ Y BK ✓ ✓ ✓ ✓ MUTCD W16-7PR.See pedestrian flasher plan. 30 30+57 LT 24 24 G ✓ G S W ✓ 30 ✓ 2 X 2(12 ga.) 12'-6" 2'-9 1/4" ✓ ✓ ✓ MUTCD 1-7 30a 30+57 LT 21 5 G ✓ G SW ✓ 30a ✓ ✓ MUTCD M6-1 36 25+96 LT 36 ✓ ✓ 2 X 2(12 ga.) 10'-6" 2'-9 1/4" ✓ ✓ ✓ Reinstall existing sign on newsupport. 42 12 8 W4 ✓ SW R ✓ 42 2 X 2(12 ga.) 8'-8" 2'-9 1/4" ✓ ✓ ✓ 1_/ BK=BLACK / NOTE: L,C,R ARE LOCATIONS OF POSTS 3_/ DISTANCE FROM EDGE OF TRAVEL LANE, 4/ NOTE:THE LOCATIONS SHOWN ARE 5/ MINIMUM DEPTH OF FOOTING FOR BL=BLUE FACING THE SIGN. FACE OF CURB,GUARDRAIL,OR BARRIER APPROXIMATE EXCEPT FOR SPEED TRIANGULAR BASE BREAKAWAY AND BR=BROWN L=LEFT POST TO THE CENTERLINE OF FOOTING.FOR ZONES,SCHOOL ZONES AND MILEPOST MULTI-POST BREAKAWAY INSTALLATIONS G=GREEN C=CENTER POST ADDITIONAL INFORMATION SEE MARKERS.EXACT LOCATIONS ARE TO IS FOR A 2'DIAMETER FOOTING.FOR O=ORANGE R=RIGHT POST STANDARD DRAWINGS TM601,TM602 BE DETERMINED BY THE ENGINEER. ADDITIONAL INFORMATION SEE R=RED AND TM635 STANDARD DRAWINGS TM601 AND TM602. RB=RED-BLUE SW=SILVER-WHITE Y=YELLOW YG=YELLOW-GREEN W=WHITE Cb FY=FLUORESCENT YELLOW N Q U CLg ;_ L N .c C OREGON DEPARTMENT OF TRANSPORTATION L m 720 SIN Washington 243-3500 PROFFff rem Portad,Oregon 97205et,Suite 500 dkassociiates.comCD C? �� NG I N EF /� 53,044 �' MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) 00 o l MAIN STREET CD WASHINGTON COUNTY a RECORD DRAWING ORIGINAL SIGNED BY THIS RECORD DRAWING HAS BEEN PREPARED BASED BEN UPON INFORMATION FURNISHED BY OTHERS. v ti APPROVED BY: DMB O DKS ASSOCIATES IS RELYING UPON THE ACCURACY 9 CV AND COMPLETENESS OF THE INFORMATION FURNISHED �,A ��q �Q DESIGNED BY: CTS U) BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 1 A' RY 15, �� DRAFTED BY: REH U OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED '7 i• SHEO IET INTO IT AS A RESULT. THOSE USING THIS [j V O RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENTVERIFIC PURPOSE. EXPIRES:DEC. 31, 201 ITS ACCURACY BEFORE 3 SIGN&POST DATA TABLE APPLYINGIT FSS-11 X ILLUMINATION PLAN \ \ POWER SERVICE #1 MAIN STREET STA. 20100 TO STA. 26+40 \� (CITY OF TIGARD) 00 G \ � P 1 3 p 1 3 0 n�l�(W` 3 3 0 1 PL 2 PL 1 3 p PL 1 3 0 2 PIL Rx 3 p 1 JGB PA�IF�IG rlr'• PIL 1 0 2 PIL JB RX PL JB JB PGE1 PL P 2 PL \ \ /`� EX. PGE1 P PGE1 PL 2 GEJ 2 PL 1 2 PL 1 3 p JB 2 PL PL 2 PGE1 R/W PIL JJB PL PGE _ \ - a l- - X12 � Oro+ —Il O JB E01 C- As : I PGE1 3 B© PGE1 n IO-SW AMV STREET ww FT-1 N x$ Z' PL 2 JB PL 2 DD v w GE PL ~In 12.. 8 r SAN SAN SaN+� SAN S SAN SAN SAN SANSAN ®-x' .GAS -�— �— A F — � Fo JB EX. R/W PL RX PL PIL PL 2 PL PIL PGE1 PGE1 PGE1 2 PL JB3 1 3 0 2 PL 1 3 p 1 3 0 JB GE 1 p GE PL 2 RX JB -- 1 3 0 P PGE1 3 p 1 EX. R/W PL JB // PIL 2 PIL PL JB 1 3 0 GE GE 2 PL 1 3 0 RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY �pUCTON NOTES- OF THIS RECORD DRAWING WHOR FOR ANY ERRORS OR I IROMISSIONS ICH MAY HAVE BEEN INCORPORATED Q CONS 1 � INTO ITAS A RESULT. THOSE USING THIS D RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE Oi SEE BRIDGE PLANS FOR CONDUIT INSTALLATION DETAILS. /4 APPLYING IT FOR ANY PURPOSE. OLIGHT POLE REQUIRES "SPECIAL PLANTER LIGHT POLE J FOUNDATION." SEE DWG. NO. 28-41. LEGEND: GENERAL NOTES: SCALE 0 20 40 60 80 FEET ROADWAY LIGHT POLE NUMBER (XX). SEE "STREET LIGHTING TABLE", SHEET 1-0003. 1. ALL PROPOSED ROADWAY LIGHTING EQUIPMENT, WIRES INSTALL NEW PGE APPROVED PEDESTRIAN—SCALE AND CONDUITS SHALL BE INSTALLED AND INSPECTED PER PL BLACK FLUTED ALUMINUM STREET LIGHT POLE WITH PGE REQUIREMENTS. DECORATIVE COVER ON NEW PRECAST FOUNDATION Tr OREGON DEPARTMENT OF TRANSPORTATION (UNLESS OTHERWISE NOTED). STREET LIGHT SHALL JB INSTALL 13"X24"X18" (MIN. DIMENSION) PGE 2. FOR EACH ROADWAY LIGHT, THE CONTRACTOR SHALLTRAFFIC-ROADWAY SECTION BE A POST—TOP ACORN STYLE LUMINAIRE, CONNECTED PGE1 APPROVED PRECAST CONCRETE JUNCTION BOX. RUN WIRE (SIZE AND NUMBER AS SHOWN ON THIS PLAN TO 240 VOLT POWER SOURCE. WATTAGE, L I GHT SHEET) FROM THE LUM I NA I RE TO THE ADJACENT JUNCT I ON ® 720 SW Washington Street,Suite 500 (503)243-3500 DISTRIBUTION, STATION, OFFSET AND MOUNTING JB INSTALL 17"X30"X18" (MIN. DIMENSION) PGE BOX. A MINIMUM OF 6 FEET OF WIRE SHALL BE COILED HE I GHT SHALL BE AS SHOWN ON "STREET L I GHT I NG GE APPROVED PRECAST CONCRETE JUNCTION BOX. WITHIN THE JUNCTION BOX FOR SERVICE CONNECTION BY , ,D R4FFff ' Portland,Oregon 97205 www.dksassociates.com TABLE", SHEET I-0003. PGE. COORDINATE WITH PGE IN ADVANCE FOR SERVICE ISREMOVE EXISTING PGE HAT SERIES STREET LIGHT GHT S I NSTALL (S) I NCH ELECTR I CAL CONDU I T. CONNECTION. G I N f F /Q Rx � � 53,044 '' � MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) POLE. REMOVE EXISTING FOUNDATION PER THE 3. FOR ALL ROADWAY LIGHTING JUNCTION BOXES, A 9 STANDARD SPECIFICATIONS UNLESS OTHERWISE N INSTALL PGE APPROVED (G) AWG, (N) CONDUCTOR l MAIN STREET NOTED. COORDINATE POLE REMOVAL AND POWER © TYPE TC CABLE. MINIMUM OF I FOOT IS REQUIRED BETWEEN THE TOP OF THE D I SCONNECT W I TH JEFFERY STE I GLEDER, PGE CONDUIT AND THE JUNCTION BOX LID. ORIGINAL SIGNED BY WASHINGTON COUNTY INSTALL POLY PULL TAPE (1200 LB MINIMUM (503-570-4404). PL 4. LIGHTING JUNCTION BOXES TO BE LOCATED A MINIMUM DESIGNED BY: M. Leal e BREAK STRENGTH, NON—CONDUCTIVE). OF 6 FEET FROM CENTER OF POLE TO CENTER OF JUNCTION REMOVE EXISTING PGE POST TOP STREET LIGHT POLE. y O� REVIEWED BY: D. Be c k w ft h p� REMOVE EX I STI NG FOUNDATION PER THE STANDARD X = LIGHT POLE NUMBER BOX. 9 SGA RY 15+�� DRAWN BY: R. Harkins SPECIFICATIONS UNLESS OTHERWISE NOTED. G = AWG SIZE SHOWN ,,ff� � FC: MP: OFF SYSTEM WITH COORDINATE JE FERY STE GLEDER,PGE (503-570-4404).ECT S = S NUMBER SHOWN 5.UTILITY HTING TRE CH CONDUITS AVASHALL I AVAILABLE. INSTALLED IN JOINT r,4 B F_C�V` 6. SEE GENERAL CONSTRUCTION PLANS FOR LOCATION OF '✓/ ILLUMINATION PLAN Revised I DATE I APPROVED REVISION EXISTING AND PROPOSED UTILITIES. EXPIRES:DEC. 31, 2013 I_00o1 9113 DMB U aW Tff�e Block Tau.ID.Na_ LR.S.DWG NO. XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-01.dwg CONSTRUCTION NOTES: ILLUMINATION PLAN F I ELD VER I FY F I BER CONDU I T BANK PR I OR MAIN STREET STA. 26+40 TO STA. 35*00 OO TO FOUNDATION INSTALLATION. (CITY OF TIGARD) OLIGHT POLE REQUIRES "SPECIAL PLANTER LIGHT POWER SERVICE #3 POLE FOUNDATION." SEE DWG. NO. 2B-41. APPROX. 170' JB 3 p 1 3 PGE1 2 PL 2 PL 1 3 p R/W JB 3 0 1 PL 2 1 3 p p 1 3 p 1 PL 2 1 3 PGE1 PL 2 PL RX JB 0 PL 2 pL JB PL 2 3 p 1 2 PL pL 2 PL 2 JB PL 2 JB PGg1 PL 2 I P PGE1 PGE1 pL RX PL PGE1 PGE1 - + T -- - — o - -- QO 04 C) — L PL 2wPGEryJ Ld G G G G Z G G -- -_,s o- 4-112"GAS .rQ S _ - _ _. FO-- - =w SD 28+00 — — — 29+00 M+00 — 3x00 — � — � _ SVMV _ F F A SAN F0 F T ® � 0 0 \ r IIIL— T La JB JB JBRX PL JB 2 PL PL 2 RX PGE1 PGE1 R/W PIL JB RX �� GE W - PL PL L 2 PGE1 PL PL 2 PL C PL PGE1 3 1 PL 2 1 3 0 PL 2 P 3 p 1 PL 1 2 3 p 1 JB PL 2 JB Z JB 2 PIL 1 3 0 R/W 0 PGE1 PILRX 3 p 1 PL PGE1 = PGE1 PL 2 PLP 1 3 0 EX PL 2 3 p 1 1 3 p GENERAL NOTES: (p PL N EX I. ALL PROPOSED ROADWAY LIGHTING EQUIPMENT, PL PL 2 1 3 0 EX PL WIRES AND CONDUITS SHALL BE INSTALLED AND 3 0 1A� PL PL 2 INSPECTED PER PGE REQUIREMENTS. 3�, ® o GE \ V �� E � 2. FOR EACH ROADWAY LIGHT, THE CONTRACTOR 3 p 1 JB \\\ � 233 VAULT SHALL RUN WIRE (SIZE AND NUMBER AS SHOWN ON THIS PLAN SHEET) FROM THE LUMINAIRE TO THE PL 2to E'' ADJACENT JUNCTION BOX. A MINIMUM OF 6 FEET OF RX PIL WIRE SHALL BE COILED WITHIN THE JUNCTION BOX p R/W m o o - PL 2 FOR SERVICE CONNECTION BY PGE. COORDINATE JB 35+ - WITH PGE IN ADVANCE FOR SERVICE CONNECTION. GEE _G 4_ Z GAS 3. FOR ALL ROADWAY LIGHTING JUNCTION BOXES, — _ -- A MINIMUM OF I FOOT IS REQUIRED BETWEEN THE ADD - ` RECORD DRAWING TOP OF THE CONDUIT AND THE JUNCTION BOX LID. - G - _ THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. 4. LIGHTING JUNCTION BOXES TO BE LOCATED A " - - -- DKS ASSOCIATES IS RELYING UPON THE ACCURACY M I N I MUM OF 6 FEET FROM CENTER OF POLE TO o G 4-1/2"cns _ SWo w 12 POWER SERV ICE #4 AND COMPLETENESS OF THE INFORMATION FURNISHED CENTER OF JUNCTION BOX. d w BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY + — -_ ¢ APPROX. 270' OF THIS RECORD DRAWING OR FOR ANY ERRORS OR _ v OMISSIONS WHICH MAY HAVE BEEN INCORPORATED 5. LIGHTING CONDUITS SHALL BE INSTALLED IN __ 12" INTO IT AS A RESULT. THOSE USING THIS JOINT UTILITY TRENCH WHERE AVAILABLE. rQ m - v RX REMOVE EXISTING COBRAHEAD STYLE STREET RECORD DOCUMENT ARE ADVISED TO OBTAIN N _ INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE wa o° ® Cp LIGHT POLE. REMOVE EXISTING FOUNDATION APPLYING IT FOR ANY PURPOSE. 6. SEE GENERAL CONSTRUCTION PLANS FOR .,::: Z w �� PER THE STANDARD SPECIFICATIONS UNLESS LOCATION OF EXISTING AND PROPOSED UTILITIES. :3r - 1 OTHERWISE NOTED. COORDINATE POLE v PL R/W REMOVAL AND POWER DISCONNECT WITH — - ° RX JB JEFFERY STEIGLEDER, PGE (503-570-4404). OREGON DEPARTMENT OF TRANSPORTATION R/W PL 1 3 0 RX REMOVE EXISTING PGE HAT SERIES STREET JB INSTALL 13"X24"X 18" (MIN. DIMENSION) PGE TRAFFIC-ROADWAY SECTION PL PL 2 \tPV LIGHT POLE. REMOVE EXISTING FOUNDATION PGE1 APPROVED PRECAST CONCRETE JUNCTION BOX. JB PER THE STANDARD SPECIFICATIONS UNLESS p ® 720 SW Washington Street,Suite 500 (503)243-3500 PL 2 GE 1 3 OTHERWISE NOTED. COORDINATE POLE JB INSTALL 17"X30"X18" (MIN. DIMENSION) PGE r p REMOVAL AND POWER DISCONNECT WITH GE APPROVED PRECAST CONCRETE JUNCTION BOX. FFJf ' Portland,Oregon 97205 www.dksassociates.com JEFFERY STEIGLEDER, PGE (503-570-4404). INSTALL (S) INCH ELECTRICAL CONDUIT. �� G I NC R/W REMOVE EXISTING PGE POST TOP STREET S 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) LEGEND: RX LIGHT POLE. REMOVE EXISTING FOUNDATION l N INSTALL PGE APPROVED (G) AWG, (N) CONDUCTOR MAIN STREET PL PER THE STANDARD SPECIFICATIONS UNLESS InROADWAY LIGHT POLE NUMBER (XX). SEE OTHERWISE NOTED. COORDINATE POLE TYPE TC CABLE. ORIGINAL SIGNED BY WASHINGTON COUNTY "STREET LIGHTING TABLE", SHEET 1-0003. REMOVAL AND POWER DISCONNECT WITH INSTALL POLY PULL TAPE (1200 LB MINIMUM INSTALL NEW PGE APPROVED PEDESTRIAN-SCALE BLACK JEFFERY STEIGLEDER, PGE (503-570-4404). PL BREAK STRENGTH, NON-CONDUCTIVE). DESIGNED BY: M. Leal REVPL FLUTED ALUMINUM STREET LIGHT POLE WITH X = LIGHT POLE NUMBER DRAWN IE B Y 9 Y R. N a�k 1n fat h DECORATIVE COVER ON NEW PRECAST FOUNDATION EX EXISTING PGE POST TOP STREET LIGHT POLE G = AWG SIZE SHOWN 9 Uq RY 15.E \� FC: MP: OFF SYSTEM (UNLESS OTHERWISE NOTED). STREET LIGHT SHALL BE A pL AND FOUNDATION. N = NUMBER SHOWN r V� POST-TOP ACORN STYLE LUMINAIRE, CONNECTED TO 240 VOLT POWER SOURCE. WATTAGE, LIGHT DISTRIBUTION, RX REMOVE EXISTING COORDINATE LUMINAIRES S = SIZE SHOWN M- B E C STATION, OFFSET AND MOUNTING HEIGHT SHALL BE AS a AND WOOD POLE. COORDINATE POLE REMOVAL ILLUMINATION PLAN SHOWN ON "STREET LIGHTING TABLE', SHEET 1-0003. AND POWER DISCONNECT WITH JEFFERY SCALE FEET EXPIRES:DEC. 31, 2013 STEIGLEDER, PGE (503-570-4404). 0 20 40 60 80 Tau.ID.Na_ LR.S DWG.N0. I-0002 X:\Projects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-02.dwg ILLUMINATION DETAILS STREET LIGHTING TABLE LUMINAIRES LUMINAIRES POLE OFFSET LUMINAIRE LUMENS MOUNTING POLE OFFSET MOUNTING OL STATION (FT.) LIGHT DISTRIBUTION HEIGHT FOUNDATION OL STATION (FSE LUMINAIRE LABEL HEIGHT FOUNDATION (FT.) (FT.) O 20+96.8 54.6' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. 31 31+52.9 33.6' L 5568/TYPE IV 17 SPECIAL FOUNDATION. SEE SEE SHEET 1-0004 FOR DETAILS. SHEET 2B-41 FOR DETAILS. O2 20+72.4 22.1' R 5568/TYPE IV 17 UT I L I TY VAULT 20R-LB-5-PGE. 32 31+39.4 18.2' R 5568/TYPE IV 17 UT I L I TY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. Q 21+71.6 55.0' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. 33 32+32.2 23.2' L 5568/TYPE IV 17 UT I L I TY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. ® 21+23.3 28.0' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. ® 32+37.6 32.6' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. O5 21+92.0 28.0' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. 35 33+09.1 23.0' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. © 22+77.3 44.2' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. 36 32+97.4 32.5' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. O 22+54.0 19.8' R 5568/TYPE I V 17 SPECIAL FOUNDATION. SEE 3Q 33+19.0 33.4' L 5568/TYPE I V 17 UTILITY VAULT 20R-LB-5-PGE. SHEET 2B-41 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. ® 22+99.8 39.9' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. 3g 33+63.1 44.7' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. O9 22+66.5 36.4' R 5568/TYPE IV 17 . .0 L 5568/TYPE I V 17 UTILITY VAULT 20R-LB-5-PGE. 39 33+80 I 22 ' SPECIAL FOUNDATION. SEE SEE SHEET 1-0004 FOR DETAILS. SHEET 28-41 FOR DETAILS. I 0 23+56.8 32.0' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. 40 33+84.8 32.6' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. SEE SHEET 1-0004 FOR DETAILS. I I 23+37.6 41.0' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. NOTES: UTILITY VAULT 20R-LB-5-PGE. I. OFFSET MEASURED FROM CENTER OF POLE TO ROADWAY CENTERLINE. 12 23+58.5 23.9' R 5568/TYPE IV 17 SEE SHEET 1-0004 FOR DETAILS. 13 24+47.5 32.0' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. 14 24+48.0 21.4' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. 15 24+98.5 32.0' L 5568/TYPE IV 17 UT I L I TY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. 16 25+11.0 24.2' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. 17 26+16.7 32.0' L 5568/TYPE IV 17 SPECIAL FOUNDATION. SEE SHEET 2B-41 FOR DETAILS. 18 25+91.4 2 1.1' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. 19 26+76.2 32.0' L 5568/TYPE IV 17 SPECIAL FOUNDATION. SEE SHEET 2B-41 FOR DETAILS. ©0 26+70.6 21.0' R 5568/TYPE IV 17 SPREAD FOUNDATION. SEE SHEET 26-41 FOR DETAILS. 2 I 27+62.2 32.0' L 5568/TYPE IV 17 SPECIAL FOUNDATION. SEE SHEET 26-41 FOR DETAILS. 0 27+69.4 21.4' R 5568/TYPE IV 17 SPECIAL FOUNDATION. SEE SHEET 26-41 FOR DETAILS. 0 28+40.5 32.0' L 5568/TYPE IV 17 UT I L I TY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. ® 28+46.0 21.4' R 5568/TYPE IV 17 UT I L I TY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. Q 29+13.4 32.0' L 5568/TYPE IV 17 SPECIAL FOUNDATION. SEE SHEET 2B-41 FOR DETAILS. 26 29+37.3 21.5' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. ©7 30+08.6 32.5' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. 28 30+11.5 29.0' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. Tr OREGON DEPARTMENT OF TRANSPORTATION 29 30+72.8 32.5' L 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. TRAFFIC-ROADWAY SECTION SEE SHEET 1-0004 FOR DETAILS. 30 30+90.2 15.3' R 5568/TYPE IV 17 UTILITY VAULT 20R-LB-5-PGE. SEE SHEET 1-0004 FOR DETAILS. � m 720 SW Washington Street,Suite 500 (503)243-3500 PR - Portland,Oregon 97205 www.dksassociates.com ell 53,044 F�✓/` MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) RECORD DRAWING MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY UPON INFORMATION FURNISHED BY OTHERS. WASHINGTON COUNTY DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED DESIGNED B Y: M. Lea I BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR Q 9� OOry REVIEWED B Y: D. Beckwith OMISSIONS WHICH MAY HAVE BEEN INCORPORATED (/ �, �� DRAWN BY: R. H a rk in s INTO IT AS A RESULT. THOSE USING THIS '9 4RY 15, FC: MP: OFF SYSTEM RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE 'y /,- D fr�� APPLYING IT FOR ANY PURPOSE. D V ILLUMINATION DETAILS EXPIRES:DEC. 31, 2013 (_0003 FT-------- .-S.DWG.NO XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-03.dwg ILLUMINATION DETAILS SEE SPECIAL PROVISIONS FOR ORDERING DETAILS. 19.71" Top View LED Module SEE SHEET GN-23 FOR IRRIGATION Assembly SYSTEM INSTALLATION IN LIGHT POLES. BANNER ARM: 24" LG. EXTRUDED ALUMINUM TUBING W/ CAST ALUMINUM BALL CAP & 5" CLAMP—ON COLLAR 42.51" City of Tigard BANNER (SUPPLIED BY OTHERS) 0 I in Luminaire Detail (Not to Scale) FLOWER POT BRACKET- EXTRUDED ALUMINUM N WELDED TO 5" CLAMP ZZ TIE DOWN BRACKET: COLLAR CAST ALUMINUM W/ Qa 5" CLAMP-ON COLLAR I LED MODULE SPECIFICATIONS: - 120-277 VAC, 50/6OHz, AUTO SENSING. - 60,000 HOURS ®70% LUMEN MAINTENANCE. - 80 TOTAL LEDS (100 lumens/watt ea). io FLOWER BASKETS - 4 CAST ALUMINUM HEAT SINKS, IP66 RATED. Top Bolt Circle (SUPPLIED BY OTHERS) - LED EFCACY. 100 - MIN. 70FlCOLOR R NDERINGSINDEX (CRI). -- - 4100K COLOR TEMPERATURE (CCT). #3 HOOP POLE: #6 x3'-9" LG. 5" ROUND STRAIGHT (4 PLACES) FLAT FLUTED ALUMINUM W/ 3" O.D. TENON, 20.00 DIA. `O 0.188" x 0.267" WALL THICKNESS 0 o I ANCHOR BOLT MATERIAL GRADE: RECORD DRAWING A307 GALVANIZED STEEL THIS RECORD DRAWING HAS BEEN PREPARED BASED 1" DIA. x 36" BOLT UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY ® 11" BOLT CIRCL AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A THOSE USING THIS 3.5" BASE: RECORD DOCUMENTLT.ARE ADVISED TO OBTAIN CAST ALUMINUM INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE p W/ ACCESS COVER APPLYING IT FOR ANY PURPOSE. fV ILLUMINATION JUNCTION BOX #3 HOOP a ® 3" O.C. O BASE DETAIL: 0 (6 PLACES) I REFERENCE DETAIL OREGON DEPARTMENT OF TRANSPORTATION N J o in #701000735 1s.00" TRAFFIC- ROADWAY SECTION M IN (4 x 3'-9" LON II l D p no ® 720 SW Washington Street,Suite 500 (503)243-3500 (4 PLACES) I I ROOdWO I I r�( y _ _� __ _ - _ _ _ _ = _ - �. F 1 I 1" CONDUIT WITH ILLUMINATION - - + - - - - 1 I N f(r Portland,Oregon 97205 www.dksassociates.com 18.00" I I WIRING FROM JUNCTION BOX TO I NG EF ✓� LUMINAIRE POLE 1" CONDUIT WITH 53,044 �' MAIN ST:OR99W RAIL CORRIDOR(TIGARD) ILLUMINATION WIRING � 9 PRECAST FOOTING (TYPICAL�'I (TYPICAL) MAIN STREET PRECAST FOOTING: I I SEE DETAIL THIS SHEET) I I 2" CONDUIT WITH ORIGINAL SIGNED BY WASHINGTON COUNTY UTILITY VAULT 20R-LB-5-PGE I I PRECAST FOOTING (TYPICAL, I I PULL LINE TO NEXT Precast Footing Detail I I SEE DETAIL THIS SHEET) I I JUNCTION BOX (Nat to Scale) I I I I (TYPICAL) O 11411 41 Ory �� DESIGNED BY: M. Leal O REVIEWED BY: D. Beckwith 9� �4RY 15.E DRAWN BY: R. F SYSTEM L _ _ _ _J L _ _ _ J 2" CONDUIT WI \� FC: MP: OFF SYSTEM Light Pole Detail PULL LINE TO NEXT y Side View Not to Scale Front View JUNCTION BOX AW. BEv ILLUMINATION DETAILS ■ SPECIAL FOOTING MAY BE REQUIRED AS NOTED ON THE PLANS AND "STREET LIGHTING TABLE." EXPIRES:DEC. 31, 2013 /_0004 rasa.p.ko._ rRs DWG na XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-04.dwg ILLUMINATION PLAN MAIN STREET STA. 20.00 TO STA. 26+40 (CITY OF TIGARD) 1 IN AITIM C-6A C-5A C-4A `/'' W/ C-5A INI61TIpl 2 1-2 2 4 2 2 2 2 2 4 2 \( /. 1-4 2 4 2 LB C-SA C-4A 1-4 2 4 2 1-2 2 5A 2 4A 2 EX Ex EX TO EXISTING SERVICE WVSTBL CABINET "A" SEE SHEET \ PAS \ JB C-5A C-4A GFI JB GE 1-2 2 2 2 4 2 2 4 JB W EC 1-0009 FOR DETAILS C-4A 2 TW GFI JB GE EX C-4A C-5A C-6A \oma \\ GE 1 1.25 2 4 1-4 1-2 2 2 2 4 1.25 5 BLEC W 2 4 2 2 3 211-2 \ \\ GFI JB �G _ \ 1 TW 4_112„GAS G - \ < co IRR ' GFI JB as i = a \ o-- o c EX .� ¢o O� t ——— 3 TW JB CJ JB NI— GE w w — — — — _ — �4+0 — — — 25+00 26+00 — cn \ 2 \ v f00 S'YY #V�E7 — — — — 5B — — — vwi 1-10 p 1 „\ � 12 sA" \1,.GAS W W W FO FO ———— _ ----- \ ------ -- C6 b2 1 2 C-5B I e --- --- — ———— — Jt6 G31 ./ 2 2 8 1-8 —, BL BL 1 2 LEGEND• 0 1 1-4 33 4 4 1.25 IRR IRRIGATION CABINET. SEE SHEET XX FOR DETAILS. JBINSTALL TREEWELL/GFI JUNCTION BOX SEE SHEET TW I-0007 FOR DETAILS. INSTALL GFI RECEPTACLE NUMBER (N) SHOWN. I GFI NSTALL WITH WEATHERPROOF COVER AND WEATHER PROOF JUNCTION BOX. INSTALL 6' PIGTAIL PLUG IN. SEE SHEET 1-0007 FOR DETAILS. ,1 RECORD DRAWING BL INSTALL EXTERIOR BOLLARD. SEE SHEET 1-0007 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. N AND THE SPECIAL REVISIONS FOR DETAILS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY VVV___ AND COMPLETENESS OF THE INFORMATION FURNISHED O EX BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY JB RETAIN AND PROTECT EXISTING JUNCTION BOX. OMISSIONSEWHICH DRAWING RBEEN INCORPORATED R INTO IT AS A RESULT. THOSE USING THIS JB MIN. DIMENSION RECORD DOCUMENT ARE ADVISED TO OBTAIN INSTALL 13"X24"X 18" ( ) PGE INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE PGE1 APPROVED PRECAST CONCRETE JUNCTION BOX. LAPPLYING IT FOR ANY PURPOSE. JB INSTALL 17"X30"X18" (MIN. DIMENSION) PGE GE APPROVED PRECAST CONCRETE JUNCTION BOX. SCALE FEET 0 20 40 60 80 'ExN RETAIN AND PROTECT EXISTING ELECTRICAL EC CONDUIT. BOLLARD TABLE INSTALL (S) INCH ELECTRICAL CONDUIT. BOLLARD STATION OFFSET LAMP VOLTAGE SERVICE cJ SPLICE NEW ELECTRICAL CONDUIT TO EXISTING NO. (FT.) CABINET 7�OREGON DEPARTMENT OF TRANSPORTATION ELECTRICAL CONDUIT. 1J I 25+83.5 31.8' R 26 W CF 120V "B" EX RETAIN AND PROTECT EXISTING BOLLARD LUMINAIRE. TRAFFIC-ROADWAY SECTION BL 2 25+87.5 31.8' R 26 W CF 120V "B" 720 SW Washington Street,Suite 500 (503)243-3500 W RETAIN AND PROTECT EXISTING WIRING. NOTES: I m Portland,Oregon 97205 www.dksassociates.com EX INSTALL (N=NUMBER) (G=AWG WIRE SIZE) CF = COMPACT FLOURESCENT �, ,D I ROFffJi NC i9 "-p XHHW GROUND WIRE. �'�53,044 E� MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) C-(A)(Z) INSTALL (N=NUMBER) (G=AWG WIRE SIZE) TYPE l MAIN STREET 57G XHHW CIRCUIT (A) WIRES FROM PANEL (Z): ORIGINAL SIGNED BY WASHINGTON COUNTY A = EX I STING SERVICE CABINET, STA. GENERAL NOTES: CONSTRUCTION NOTES 25+15 APPROX. 80' FROM SW MAIN STREET DESIGNED BY: M. Lea I -9 O REVIEWED BY: D. Beckwith B = MAIN STREET, STA. 29+83 Q O 1. INSTALL TREEWELL OUTLET CONDUITS IN 1 #4 XHHW WIRES AND #4 GROUND WIRE. (/ `L � DRAWN B Y: R. H a rk to e G = AWG SIZE SHOWN SAME TRENCH AS ROADWAY LIGHTING 9�" qRY 15. \ FC: MP: OFF SYSTEM N = NUMBER SHOWNCONDUIT WHEN POSSIBLE. Y S = SIZE SHOWN O SPLICE NEW 2" CONDUIT INTO EXISTING 2" ILLUMINATION AND Z = SERVICE PANEL SHOWN 2. SEE GENERAL CONSTRUCTION PLANS FOR CONDUIT STUB. B E LOCATION OF EXISTING AND PROPOSEDTREE WELL OUTLET UTILITIES. EXPIRES:DEC. 31, 2013 1 PLAN 1-0005 Tau.ID.Na_ T.R.S DWG.N0. X:\Projects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-05.dwg ILLUMINATION PLAN GENERAL NOTES: CONSTRUCTION NOTES: RECORD DRAWING MAIN STREET STA. 26+40 TO STA. 35+00 THIS RECORD DRAWING HAS BEEN PREPARED BASED 1. INSTALL TREEWELL OUTLET CONDUITS IN BOLLARD TO BE PROV I DED W I TH GF I RECEPTACLE UPON INFORMATION FURNISHED BY OTHERS. (CITY OF T IGARD) SAME TRENCH AS ROADWAY LIGHTING CONDUIT O NUMBER 22. SEE SPECIAL PROVISIONS AND SHEET DKS ASSOCIATES IS RELYING UPON THE ACCURACY WHEN POSSIBLE. 1-0010 FOR DETAILS. AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY BOLLARD TO BE PROV I DED W I TH GF I RECEPTACLE OF THIS RECORD DRAWING OR FOR ANY ERRORS OR 2. SEE GENERAL CONSTRUCTION PLANS FOR2 NUMBER 23. SEE SPECIAL PROVISIONS AND SHEET OMISSIONS WHICH MAY HAVE BEEN INCORPORATED LOCATION OF EXISTING AND PROPOSED 1-0010 FOR DETAILS. INTO IT AS A RESULT. THOSE USING THIS UTILITIES. C_1 g RECORD DOCUMENT ARE ADVISED TO OBTAIN C-I B C-38 INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE 1.25 3 4 1-4 APPLYING IT FOR ANY PURPOSE. 2 2 2 2 2 1-2 C-38 JB GFI JB GFI C-113 JB 2 2 2 1-2 1 PGE 10 TW 11 1,25 3 4 _4 GE 233 VAULT - a 1t N Q0 co O i ' W 1 __ r C-4o � z �_ c— -- 32+�_ - _ -6 G — Q I —G G __— G � - 5 4-1/2GAS VI HSD ` S _ — FO — FO W Ld S0 28+00 29+00 30+00 J N _ _ _ _ _I _ _ _ y O U W F o- _ 8" sup snx snn s -- snN — — - " IRR -- - o _.. �--1 L C-46 C-68 \ I � \ �� GS TW 1.25 2 2 2 g 1-2 C-5B I �I ®� � 1 � � Fy 1-8 2 g 1.25 GFI JBMCJB m C-4B C-68 C-66 C-48 JB GFI I JB GE \\, CG81 C-26 C-SB 14 TW UJB m Z - g21.25 TW 17GFI JB 1.25 2 2 2 g 1-2 C-5B C-2BC-56 C-2B = C-4B C-68 7 TW C-26 C-5B 11-212 8 2 2 1.25 1-2 2 8 2 2 1.25 D 1.25 2 2 2 8 1-2 C-36 1.25 2 2 2 g 1-2 O GFI JB IRRIGATION C-68 C-56 C-413 C-3B C-28 C-113 1.252 21-2 13 TW 1-213,-,813-813--813-213-212 23 2 2 MC PE JB GFI 3* TW 18 1-8 2 8 2 C-313 IRIIIATIMC-68 C-56 C-48 C-3B C-28 C-IB BOLLARD TABLE 1.25 2 4 1-4 \ SCALE FEET11-213-813--812 8 2 2 2 2 2 2 3 2 2 POWER SERVICE #4 JB GFI 1 0 20 40 60 80 APPROX. 270' BOLLARD STATION OFFSET LAMP VOLTAGE SERVICE NO. (FT.) CABINET C-313 IRRIGATION CABINET. SEE SHEET XX FOR 1.25 2 4 1-4 IRR DETAILS. 3 33+25.3 25.3' R 26 W CF 120V "B" JB GFI _+► � Jg INSTALL 17"X30"X18" (MIN. DIMENSION) PGE 4 33+34.5 25.3' R UNLIT - - TW 21 r Q (D' o e GE APPROVED PRECAST CONCRETE JUNCTION BOX. INSTALL (S) INCH ELECTRICAL CONDUIT TO EXISTING PGE 5 33+44.8 25.3' R 26 W CF 120V "B" S* POWER SOURCE PER PGE REQUIREMENTS. CONTACT RALPH 35+ RE I SBECK, PGE (503-570-4409) TO COORDINATE POWER 6 33+53.0 25.3' R UNLIT - - as CONNECTION. o \ G °" 2 _� �. 7 33+62.2 25.3' R 26 W CF 120V "B" o b�n� g INSTALL (S) INCH ELECTRICAL CONDUIT. G 34+00 rT NOTES: o - --__� G SW Mppd G' O CF= COMPACT FLOURESCENT _ ---------°' - _ �' UJB INSTALL UTILITY JUNCTION BOX. 4-112,GAS X00 - - G W OREGON DEPARTMENT OF TRANSPORTATION + �G + o w PE INSTALL PHOTOCONTROL ELECTRON I C RELAY. TRAFFIC-ROADWAY SECTION rNn W _ s Foo Q> - ___- WEATHERPROOF re Suite 500 35 o __ — - 12' MC INSTALL 120 240 VOLT METERED z _ ' BASE MOUNTED SERVICE CABINET AND ��D D R0 r�� 720 SW Washington gSt (503)243- 00 m ret S ' u'a FOUNDATION. SEE SHEETS I-0008 TO I-0010 J ui - - a FOR DETAILS. '` I N (+off Portland,Oregon 97205 www.dksassociates.com v N-G 1 INSTALL GROUND (G=AWG WIRE SIZE) ��53,044 E�✓/` MAIN ST:OR99W-RAIL CORRIDOR ITIGARD f- o � XHHW GROUND WIRE. � 9 1' o o BL N G INSTALL (N=NUMBER) (G=AWG WIRE SIZE) l MAIN STREET 7 y LEGEND XHHW WIRE. ORIGINAL SIGNED BY WASHINGTON COUNTY BL BL JB INSTALL TREEWELL GFI JUNCTION BOX SEE SHEET C-(A)(Z) / INSTALL (N=NUMBER) (G=AWG WIRE SIZE) TYPE 1 N DESIGNED BY: M. Leal JB 3 4 BL 6 TW I-0007 FOR DETAILS. © XHHW CIRCUIT (A) WIRES FROM PANEL (Z): 5 Q -9� OO REVIEWED BY: D. Beckwith GE C-4B C-68 C-48 C-68 INSTALL GFI RECEPTACLE NUMBER N SHOWN. 0 1, DRAWN BY: R. Harkins JB GFI GFI ( ) A = EXISTING SERVICE CABINET, STA. A \� FC: MP: OFF SYSTEM TW 19 1.25 2 2 2 8 1-2 1.25 2 2 2 g 1-2 I 1 NSTALL WI TH WEATHERPROOF COVER AND WEATHER 9A, RY 15+ V, 25+15 APPROX. 80' FROM SW MAIN STREET 'Y C-48 C-66 C-413 C-66 PROOF JUNCT I ON BOX. I INSTALL 6' P I GTA I L PLUG I N. B = MAIN STREET, STA. 29+83 C46 C68 C- - SEE SHEET 1-0007 FOR DETAILS. M, E ILLUMINATION AND 1.25 2 2 2 g 1-2 1.25 2 2 2 8 1-2 1.25 2 2 2 8 1-2 S = NUMBERSHOWNSHOWN B TREE WELL OUTLET BL INSTALL EXTERIOR BOLLARD. SEE SHEET I-0007 N = SIZE SHOWN N AND THE SPECIAL REVISIONS FOR DETAILS. EXPIRES:DEC. 31, 2013 PLAN l 0006 Z = SERVICE PANEL SHOWN T—ID.Na_ T.R.S.DWG.NO. X:\Projects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-06.dwg ILLUMINATION DETAILS AFI JUNCTION BOX, SEE DETAILS THIS SHEET 2 EDGE OF TREE WELL/SIDEWALK } ANCHOR ROD CIRCLE PER MANUFACTURER'S REQUIREMENTS 2' -0 BOLLARD (TOP VIEW) 1j r2" MIN Z II II II � II II II II II II ENCLOSURE TREE TRUNK 42"� II II II PLAN VIEW II II II III c-I III JUNCTION BOX LOCATION IN TREE WELLS (NTS) 3' MIN 4—%" ANCHOR RODS PER WATERTIGHT STRAIGHT BLADE TREE WELL MANUFACTURER'S REQUIREMENTS OR APPROVED EQUAL. LIFT SLOT 3/4" CONCRETE FOUNDATION 2' — '. NOTES a. —III— -I I "x8' GROUND — — a..° a 1. BOX DIMENSIONS ARE APPROXIMATE. EXACT ROD e CONFIGURATIONS VARY AMONG (FRONT VIEW) MANUFACTURERS. 2. THE LID THICKNESSES ARE MINIMUM. BOLLARD DETAIL* 3. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI—SEIZE COMPOUND. (N.T.S.) 4. SPLICE PROPOSED WIRING SHOWN IN PLANS INTO TWO * BOLLARD TO INCLUDE ILLUMINATION OR GFI #10 AWG CONDUCTORS INSIDE PROPOSED ENCLOSURE. OUTLETS WHEN NOTED ON THE BOLLARD TABLES. cci WEATHERPROOF WATERTIGHT 5. FOR JUNCTION BOXES TO BE INSTALLED IN TREE ENCLOSURE WITH WATERTIGHT WELL AREA, COORDINATE INSTALLATION OF JUNCTION CONNECTIONS TO CONDUIT AND BOX AND CONDUIT WITH INSTALLATION OF TREE. RECEPTACLE CORD. SIZE PER NEC REQUIREMENTS. 6. ENCLOSURE TO BE SECURED TO SIDE OF JUNCTION BOX. SYSTEM IDENTIFICATION DETAIL Tr OREGON DEPARTMENT OF TRANSPORTATION 2" 1" (TYP.) TRAFFIC- ROADWAY SECTION MIN. pWR T �� PRO Por SW Washington Street,Suite 500 www. ksasso 0 Portland,Oregon 97205 www.dksassociates.com G IN c- EQUIPMENT 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) CONDUDC OR MAIN STREET 1-Y4" PVC CONDUIT 1-Y4" PVC CONDUIT RECORD DRAWING WASHINGTON COUNTY (AS SHOWN IN LIGHTING PLANS) (AS SHOWN IN LIGHTING PLANS) IONRINFORMADRAWING HAS BEENTION FURNISHED BY OTH RSED BASED ORIGINAL IGNED BY P DKS ASSOCIATES IS RELYING UPON THE ACCURACY c�, DESIGNED B Y: M. Lea I SECTION O 69 Q Dckwith " PEA AND COMPLETENESS OF THE INFORMATION FURNISHED REVIEWED BY: . Be GRAVEL PAD BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY O ��/q L� DRAWN BY: R. Harkins OF THIS RECORD DRAWING OR FOR ANY ERRORS OR rA' RY 15. `�� FC: M P: OFF SYSTEM JUNCTION BOX AND GFI RECEPTACLE DETAIL OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS /y D E Cj• ILLUMINATION AND (NTS) RECORD DOCUMENT ARE ADVISED TO OBTAIN D INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE TREE WELL OUTLET APPLYING IT FOR ANY PURPOSE. EXPIRES:DEC. 31, 2013 TREE raw.lo.N._ rR.s owG Na XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-07.dwg ILLUMINATION DETAILS 9 8 10 0 0 1 7in [178mm] Utility Wireway 0 0 161n [406nn 8 1 BREAKERS gin [228mm] 1 4 EJ 2 16in [406mm] 12 Min. 1 double nut Q - i v 5 I 120 240® I 11 S/ S ANGLE PLAN VIEW Anahar r, te v 4 r d A x14" / BASE FRAME 5/bin X 1N [16mm X 25mm]SLOTS - galvanized a I I p p 1.2511 [31.5mm] 5 1 Nil v Jr PVC ground conductor conduit 2'x2'x3' a 3 Concrete Footing v - 2$ 161n [406mm] 13.5in [343mm] -p p Typ. v- p #4 copper atran ped 30" ° `\\ 1.251n [31.5mm] `LOUVERS 1.25in [31.5mm] 13.51n [343mm] 1.25in [31.5mm] ° thin [406mm] 16in [406mm] 16in 406mm p FRONT VIEW SIDE VIEW BASE MOUNTING Rigid galvanized _ Rigid galvanized steel conduit uit Hinged Dead Front PVC schedule 40 Ground rode: 3p'x 8', copper clad BREAKER SCHEDULE BREAKER SCHEDULE BASE MOUNTED SERVICE CABINET FOUNDATION Item Oty \M Description POLE# DESCRIPTION POLE# DESCRIPTION 1 SEE SHEET I-0009 FOR DETAILS. 1 SEE SHEET 1-0010 FOR DETAILS. Not TO Scale 1 1 EA TEST SWITCH: HUBBEL 1221 15A IP 277V 2 SEE SHEET 1-0009 FOR DETAILS. 2 SEE SHEET 1-0010 FOR DETAILS. 2 1 EA CONTACTOR: SEE SHEETS 1-0009 AND 1-0010 FOR DETAILS. 3 SEE SHEET 1-0009 FOR DETAILS. 3 SEE SHEET 1-0010 FOR DETAILS. 3 1 EA HANDLE: PAD LOCKABLE SS 73-NS 4 SEE SHEET 1-0009 FOR DETAILS. 4 SEE SHEET 1-0010 FOR DETAILS. 4 1 EA TERMINAL BLOCK 5 SEE SHEET 1-0009 FOR DETAILS. 5 SEE SHEET 1-0010 FOR DETAILS. 5 1 EA 100%RATED COPPER NEUTRAL 6 SEE SHEET 1-0009 FOR DETAILS. 6 SEE SHEET 1-0010 FOR DETAILS. 6 2 EA GENUINE COPPER GROUND BAR 7 SEE SHEET 1-0009 FOR DETAILS. 7 SEE SHEET 1-0010 FOR DETAILS. 7 1 EA BREAKERS: SEE SHETS 1-0009 AND 1-0010 FOR DETAILS. 8 SEE SHEET 1-0009 FOR DETAILS. 8 SEE SHEET 1-0010 FOR DETAILS. 8 1 EA METER BASE: CIRCLE A.W., 50250, 4-JAW,600-VOLT,200-AMP 9 SEE SHEET 1-0009 FOR DETAILS. 9 SEE SHEET 1-0010 FOR DETAILS. 9 1 EA WINDOW: POLY CARBONATE-W- ONE SIDE SCRATCH RESISTANT 10 SEE SHEET 1-0009 FOR DETAILS. 10 SEE SHEET 1-0010 FOR DETAILS. 11 SEE SHEET 1-0009 FOR DETAILS. 11 SEE SHEET 1-0010 FOR DETAILS. 10 1 EA METER: SUPPLIED BY OTHERS 12 SEE SHEET 1-0009 FOR DETAILS. 12 SEE SHEET 1-0010 FOR DETAILS. 11 1 EA POWER COMPANY TERMINAL BLOCK EXISTING PANEL "A" NEW PANEL "B" 12 1 EAPE CELL BEHIND POLYCARBONITE WINDOW WITH LIGHT DEFLECTING MAIN ST, STA. 4+00 MAIN ST, STA. 10+70 COVER NOTES: 1. CABINET CONSTRUCTED OF 14-GA TYPE 304 #4 STAINLESS STEEL. 2. DFRONT NS A50 LISTED OAS SER CP E ENTRANCE EQUMENTUCTED FROM 14 GA S/S, ALABE LACKPAN BELED OM 12GA S CUTOUT BOX 3. ULTr OREGON DEPARTMENT OF TRANSPORTATION NEMA 3R. TRAFFIC- ROADWAY SECTION 4. UL 67 LABELED PANELBOARD. 5. WIRE RANGE IS #18 - #4 CU. CUSTOMER MUST NOTIFY IF OTHER SIZES ARE 720 SW Washington Street,Suite 500 (503)243-3500 REQUIRED. CF 6. CONTRACTOR TO VERIFY UTILITY METERING REQUIREMENTS. 1�D PRr ' Portland,Oregon 97205 www.dksassociates.com 7. TWELVE CIRCUIT BUSS BAR REQUIRED FOR ALL SERVICE CABINETS. \� N G I N RECORD DRAWING f F ✓�� <1 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) � 9 THIS RECORD DRAWING HAS BEEN PREPARED BASED � l MAIN STREET SERVICE CABINET DETAILS UPON INFORMATION FURNISHED OTHERS. ORIGINAL SIGNED BY DKS ASSOCIATES IS RELYING UPON THE ACCURACY WASHINGTON COUNTY Not TO Stole AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY DESIGNED BY: M. L a a I OF THIS RECORD DRAWING OR FOR ANY ERRORS OR v N OMISSIONS WHICH MAY HAVE BEEN INCORPORATED Q 9 �O R E V DESTINED W E D BY: D. Beek with � INTO IT AS A RESULT. THOSE USING THIS (/q1, DRAWN BY: R. Harkins RECORD DOCUMENT ARE ADVISED TO OBTAIN �A, Ry 15+ \� F C: M P: OFF SYSTEM INDEPENDETTFVERIFICATION PURPOSE ACCURACY BEFORE •Y v'� MM, gEC� ILLUMINATION AND TREE WELL OUTLET EXPIRES:DEC. 31, 2013 1 DETAILSp Tau.ID.N.- LRS DNC.N0. I-0008 XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-08.dwg ILLUMINATION DETAILS To 120/240 Volt Single Phase Power Source 100 amp, 2-pole 15amp, 1-pole main circuit breaker meter test switch, 1-pole 120 It # Legend uppy Control To PE Control 3 (FOR FUTURE USE) Junction Box Line Neutral i '� Treewell/GFI Junction Box GFI 1-30 amp, 1-pole, 120 volt GFI (N) GFI Receptacle Number (N) circuit breaker Z To Bollards 3 S Circuit *1 2 To Wall Mount Luminaires S Circuit *2 " CL •� 1-30 amp, 1-pole, 120 volt 1-30 amp. 2-pole lighting contactor circuit breaker with 120 Volt coil 2 5 2 1 To New Circuit *3 GFI GFI GFI 2 To New Circuit *4 S (FOR FUTURE USE) 1-30 amp, 1-pole, 120 volt 1-30 amp, 2-pole lighting contactor g # circuit breaker with 120 Volt coil o 3 � •� Spare Circuit (FOR FUTURE USE) 2 ci 4 Spare Circuit (FOR FUTURE USE) GFI 1-30 amp, 1-pole, 120 volt 1-30 amp, 2-pole lighting contactor circuit breaker with 120 Volt coil 2 To New GFI Receptacle 1-30 amp, 1-pole, 120 volt S Circuit *5 circuit breaker Z To New GFI Receptacle S Circuit *6 1-15 amp, 1-pole, 120 volt circuit breaker To Existing Wall Mounted Control Cabinet To Irrigation Cabinet Existing Service Cabinet BMCL WIRING DIAGRAM EXISTING SERVICE PANEL LOCATED AT STA. 25+15 APPROX. All hardware with the exception of the new circuit wiring is existing. 77[rOREGON DEPARTMENT OF TRANSPORTATION TRAFFIC- ROADWAY SECTION 720 SW Washington PR OFFf Portland,Oregon 97205et,Suite 500 www.dksassociates.com NGI NEF ✓/� <1 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) RECORD DRAWING l MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY WASHINGTON COUNTY UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED DESIGNED B Y: M. Lea I BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY Q 9� OWN REVIEWED B Y: D. B e e k w it h OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED (/q `L DRAWN B Y: R. Harkins INTO IT AS A RESULT. THOSE USING THIS �A, Ry 15+ `� F C: M P: OFF S YS TE M RECORD DOCUMENT ARE ADVISED TO OBTAIN •Y •VN` INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE /� ❑EC� ILLUMINATION AND - APPLYING IT FOR ANY PURPOSE. D TREE WELL OUTLET EXPIRES:DEC. 31, 2013 1 DETAILS Tau.ID.N.- LRS DNG.N0. I: 0009 XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-09.dwg ILLUMINATION DETAILS Legend To 120/240 Volt Single Phase Power Source W Junction Box 15 amp, 1-pole �, # 200 amp: 2-pole Treewell/GFI Junction Box main circuit breaker me er •� test switch, 1-pole GFI Q " 11 (N) GFI Receptacle Number (N) /t GFI BL uppy Control To PE Control Line Neutral (Inside Service Cabinet) W (N) Bollard Luminaire Number (N) U # ii •� GFI receptacles to be provided with bollards #3 and #7 1-30 amp, 1-pole, 120 volt, " 14 13 12 8 7 circuit breaker 2 To GFI Recepticle S Circuit #1 GFI GFI GFI GFI GFI To GFI Recepticle Circuit #2 LLJ 1-30 amp, 1-pole, 120 volt, 1-30 amp, 2-pole lighting contactor # circuit breaker with 120 Volt coil Ui To GFI Recepticle 2 Circuit #3 Q: 18 20 21 2 To GFI Recepticle GFI GFI GFI# S Circuit 4 1-30 amp, 1-pole, 120 volt, 1-30 amp, 2-pole lighting contactor W circuit breaker with 120 Volt coil To Bollards 22 23 Circuit #5GFI GFI Uj Z To Bollards Circuit #6 " 15 16 17 19 S 1-30 amp, 2-pole lighting contactor GFI GFI GFI GFI 1-15 amp, 1-pole, 120 volt with 120 Volt coil circuit breaker o # BL BL To Irrigation Cabinet 1 2 m � U New Service Cabinet o # BL BL BL o 3 5 7 _ m U WIRING DIAGRAM NEW SERVICE PANEL "B" LOCATED ON MAIN ST, STA. 29+83 7[r OREGON DEPARTMENT OF TRANSPORTATION TRAFFIC- ROADWAY SECTION 720 SW Washington PR OFFf Portland,Oregon 97205et,Suite 500 www.dksassociates.com NGI NEF ✓/� <1 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) RECORD DRAWING l MAIN STREET THIS RECORD DRAWING HAS BEEN PREPARED BASED ORIGINAL SIGNED BY) WASHINGTON COUNTY UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED UUN v D E SIG N E D B Y: M. Lea I BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY y p REV IEWED BY: D. B e e k w it h OMISSIONS OF THIS EWHICH CORD DMAY�HAVE ING RBEEN INCORPORATED FOR ANY ERRORS R '9 Ik�'Ry 15,�"� A� DRAWN BY: R. Harkl I INTO IT AS A RESULT. THOSE USING THIS _ \� F C: M P: 0 FF S YS TE M RECORD DOCUMENT ARE ADVISED TO OBTAINI'7 I i• C CILLUMINATION AND INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE �y/ ❑L APPLYING IT FOR ANY PURPOSE. D TREE WELL OUTLET EXPIRES:DEC. 31, 2013 DETAILS Tau.ID.N._ LRS DNG.N0. I-00/0 XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\ IL-10.dwg DETECTOR PLAN PACIFIC HWY. WEST AT S.W. JOHNSON ST/MAIN ST. OR99W, M.P. 9.46 (CITY OF TIGARD) E 3 C ` 2 1 E \\ QS W 38EC W EC W '5 t---- ---------I 4 8\, ✓e t----------► \\� 6 5 E E LF E E� 5FY;� ►� W LL^ PAC�9tC HWY WEST(Ofii99W) EC EC 3-8 / � \\ e$ E E PB PS \\ NORMAL PHASE ROTATION \ / R Ar W X `\ R / ✓B —Ilk `\ RX —� LD SP \ 9 SP 7 8 2VZ LW - \ D 2 W/ B 6 9 OP � 2 6 S/ E \ 5 2 SP o CHANNEL A CHANNEL B CHANNEL C CHANNEL D � 2 /W PHASES 2& 5 PHASE 4 PHASES 6& 9 PHASE 8 Number Distance Feet Phase Slot '�$ e 27 / X w / FIRE PRE-EMPTION OPERATION / NO WORK 6—J2U SQL Ze B 2 NO WORK 6—J2L '11,q / 8 B / 3 NO 6—J3U 4 NO WORK `� 4 P 5 NO WORK l llU co 6 NO WORK S l l9U �\ \ B 7 NO WORK NOTE: 8 75 8 J6U � See TRS. Dwg. 17386 for legend and 9 15 S x \'`22400 details. l0 5 8—J7U - =_— 11 75 8—J6L NOTE: I2 15S 8 J8L Existing \ + Field verify measurements before construction. l3 5 Controller /4 75 8 J7L Cabinet "UTILITIES NOT SHOWN" 15 /5 S CONTRACTOR TO CONTACT UTILITY 8 /9L Assign to Phase 8 Note: 16 5 CONSTRUCTION NOTES COMPANIES FOR FIELD LOCATIONS l7 NO WORK --2-12U GENERAL NOTES Existing Phase 8 vehicle loops to be disconnected at 18 NO WORK --2-12L O Pull back existing five Phase 8 loop feeder cables to adjacent Junction box and then abandoned. l9 NO WORK S existing most arm pole and protect cables. Protection 2 l3U1. For existing traffic signal equipment not shown 21 NO WORK 5 JlU After 20 NO WORK After method to be approved In the field by the Engineer.completion of new conduit pathway to new neer. See ODOT TRS. Dwgs. 11940, 8498, and 8499. 77[rOREGON DEPARTMENT OF TRANSPORTATION 22 NO WORK S junction. Install existing loop feeder cables through Tri „ TRAFFIC-ROADWAY SECTION 23 NO WORK existing/new conduit. 5 J9U 2. Maintain and protect existing traffic equipment and hardware unless otherwise shown.2¢ NO WORK --4-16U p �� ® 720 SW Washington Street,Suite 500 (503)243-3500 25 NO WORK S O Splice existing loop feeder cable Into new loop wires. D r ROF � 4 /6L �T Portland,Oregon 97205 www.dksassociates.com 26 NO WORK Terminate new loop feeder cables In existing controller �� I N f ✓�O 27 BB ke 50 8 J5U Assign to Phase 8 O cabinet. See loop detector wiring diagram for termination �1 `'��53,044 F�' MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) 28 4 8 J9L Assign to Phase 8 details. Provide new loop amplifiers as needed. MAIN STREET LOOP DETECTOR WIRING DIAGRAM O Locate existing conduit and Install new junction box over o ORIGINAL SIGNED BY WASHINGTON COUNTY existing conduit. Break Into existing conduit and extend and/or trim conduit to terminate within new unction DESIGNED BY: M. Lea I "Distance' is from crosswalk to center of loop In feet. I q o�' REVIEWED B Y: D. B e e k w it h S - Series box. Finished conduit shall meet ODOT standards. 9 41& RY 15.�O �� DRAWN B Y: R. H a rk In e A' �� FC: 0.91 MP: 9.46 ORemove any unused loop feeder cable. q M- BEC < New RIO-32P signs are to be Installed for phase 4 SCALE FEET DETECTOR PLAN EXPIRES:DEC. 31, 2013 2B-34.%..... 17387 Revised DATE APPROVED REVISION pedestrian Signal, 0 20 40 60 80 9113 DMB U ated Title Block Tau.ID.Na XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\S-17387.dwg LEGEND LEGEND PACIFIC HWY. WEST AT S.W. JOHNSON ST/MAIN ST. CONTROLLERS OR99W, M.P. 9.46 (CITY OF TIGARD) eEx Retain and protect existing Model 2070 controller and Model 332 cabinet. POLES Ex Retain and protect existing traffic signal most arm MP pole. SIGNALS Ps Retain and protect existing pedestrian post. 0Ex Retain and protect existing pushbutton and Pe Instruction sign. JUNCTION BOXES Ex Retain and protect existing Junction box. Install 22'xl2'xl2' (min. dimension) precast concrete sA Junction box with concrete apron. Install 30'xl7"xl2" (min. dimension) precast concrete sn Junction box. Rx Remove existing Junction box. W sa Remove existing sand pocket and existing conduit. eInstall 6' maxsand pocket block-out with (S) In. s conduit to Junction box. LOOPS � Install phase (Ph-phose) 6round vehicle detector Pn loop. eInstall phase (Ph-phose) 4' diamond bicycle detector Pn loop. �w Install (N-number) pair of loop wires. Install (x=number of cables) Phase (Ph) loop feeder cables WIRES Ex Retain and protect existing wiring. w Rx Remove existing wiring. w Ri Reinstall existing wiring. w NOTE: CONDUITS See TRS. Dwg. 17387 for Detector Plan. s Install (S-size) Inch electrical conduit. oc(S)Retaln and protect existing (S) Inch detector 0 QOnduit. OREGON DEPARTMENT OF TRANSPORTATION £c Retain and protect existing electrical condult. TMM seWw AppoW TRAFFIC-ROADWAY SECTION @Abandon existing electrical conduit. p pOF�r 720 SW Washington Street,Suite 500 (503)243-3500 P I� ✓ r� Portland,Oregon 97205 www.dksassociates.com oc Abandon existing detector conduit. �� G I NC F `v/� 53,044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) oc Remove existing detector conduit. l MAIN STREET SIGNS ORIGINAL SIGNED BY WASHINGTON COUNTY Install aluminum (9'xlZ, Type WO 'Push button for 2 DESIGNED B Y: M. Lea I v N ACCOMPANIED BY Dwcs.— M472iTM4 5 Sl -9 O REVIEWED B Y: D. Beckwith T TM460 and TR$. DW.. 17387 seconds for extra crossing time' (R10 32P) 9 �Gq RY 15+�O DRAWN B Y: R. Harkin e =————— ____ A' �� FC: 0.91 MP: 9.46 ----------- ----------- LEGEND ----------- Revised I DATE APPROVED REVISION EXPIRES:DEC. 31, 2013 9/13 DMB Updated Title Block qp7 17386 Teau.ID.Na c�✓r 49 LR.S DWG.N0. X:\Projects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\S-17386.dwg PEDESTRIAN FLASHER PLAN PB RR PoleNo. 2 MAIN STREET AT STA. 26+00 sto. 26.03 (175 Lt) (CITY OF TIGARD) \ Si S2 S3 S1 SW MAIN STREET 26-t 00 S1 53 O O — — — — — — — — — � 1, S2 Si FB PB RR Pole No. I 1 Sta. 26.00 (175' Rt) LEGEND: POLES Install (U foot steel signal pole with frangible base "UTILITIES NOT SHOWN" CONTRACTOR TO CONTACT UTILITY SIGNALS COMPANIES FOR FIELD LOCATIONS Install wireless pedestrian push button with PB accessible pedestrian pushbutton assembly and Instruction sign. Pushbutton to be field verified. See detail Sleet SG-02 and the Special Provisions for TrOREGON DEPARTMENT OF TRANSPORTATION details. OTRAFFIC-ROADWAY SECTION Install rectangular rapid flashing beacon assembly. RRre See detail sleet SG-02 and the Special Provisions for details. `��D P ROFFf Po SW Washington Street,Suite 500 www. ksass ci \� I I� �+ Portland,Oregon 97205 www.dksassociates.com SIGNS �� G I e E ✓�� Install (36"x36') Pedestrian Sign (Wil 2) See 53,N044 MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) s1 signing plans for sign Installation details. l MAIN STREET O install (24'x12) Left Arrow Sign 6Wi6-7P. Seed ORIGINAL SIGNED BY ' WASHINGTON COUNTY s2 sheet signing pians for sign Installation details. NATES °^ DESIGNED BY: M. Leal v N ACCOMPANIED BY DWGS.—TM457 TM4B7 Install (24'x/2') Right Arrow Sign (Wl6-7P). See 1. See Sheet SG-02 for 9 REVIEWED B Y: D. B e c k w It h —9———— s3 g g pole foundation and DRAWN B Y: R. 11a rk In e th u7SG-3d T�R.S�Dw s�SG 2 — sleet signing pians for sign Installation details. pushbutton details. `7A, Ry 15. �� FC: M P: OFF SYSTEM =—————————— Yq ----------- SCALE FEETPEDESTRIAN FLASHER PLAN——————————— Revised DATE APPROVED REVISION 0 10 20 30 40 EXPIRES:DEC. 31, 2013 SG 9113 DMB U sled Title Block FT— ID.Na_ LJR.S DWG N0. X:\Projects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\SG-03.dwg Top mount Metalic pole cap PEDESTRIAN FLASHER DETAILS solar pane/ MAIN STREET AT STA. 26+00 Top mount 45W solar panel Angle as directed by (CITY OF TIGARD) 3" manufacturer. Side mount solar panel Side mount 45W solar panel. Angle as directed by Stainless steel"U"bolt 24" manufacturer. Flasher/battery cabinet Y/"Stainless steel"U"bolt Flasher/battery cabinet Wireless communication device for �� 24 pushbutton communications 24 Attach 5" per manufacturer instructions s/"Stainless steel"U"bolt ` 2°X3°Logo Sign W11-2(Two signs required) I PUSH =0.5^c See signing plans for details. 7 3/4 BUTTON TO =0.5 c Stainless steel clamp and TURN ON =0.5^c bracket(See ODOT Std. 51" WARNING =0.5°c Dwg. TM677 for details) LIGHTS =0.5^c See signing plans for sign details 2 Rectangular rapid flashing beacon assemblies, 1 facing R10-25 C M o d") each direction of traffic 5"x7,75" required on poles Manufacturer to provide Rectangular Rapid Flashing Beacon assemblies mounting bar Each RRFB shall be a minimum of approx. 7" 311 wide x 3"high Stainless steel clamp and 3" Sign W16-7PL or sign W16-7PR bracket(See ODOT Std. See signing plans for sign details 24"x12"(Two signs required). Dwg. TM677 for details) See signing plans for details 12" Wireless Accessible pedestrian signal pushbutton w/R10-25 Mod. Wireless Accessible Ped.Pushbutton w/RIO-25 Pedestrian Crossing Flashing Beacon Notes: sign installation(See sign details 4"Dia.x 16"Length std. Mod.sign installation(See details on this sheet) 1.Pedestrian Crossing control system to be supplied by agreen sheet listed on this sheet) galvanized steel pipe manufacturer under"RRFB(Rapid Rectangular Wireless Flashing Beacon) (ASTM A53, 5ch. 40) Systems"(incl.solar panel and mount,control system and cabinet, wireless 4 Dia.Std.Galvanized Steel Pipe push buttons and mount,wireless communications devices,etc.). System 84 (ASTM A53,Sch.40) shall include amber strobe beacons with clear lenses Refer to ODOT6reen Sheets for approved rectangular rapid flashing beacon system equipment. 42" Aluminum Pole Collar rode/New sidewalk Frangible Base Finish g (Cost Aluminum) Finish grade/New sidewalk Hand Hole OREGON DEPARTMENT OF TRANSPORTATION New Sidewalk�� ° ° See sheet 28-10 for ° See sheet 28-10 for TRAFFIC-ROADWAY SECTION foundation details a foundation details 720 SW Washington Street,Suite 500 (503)243-3500 Existing Reinforced-—-—--— a New Sidewalk ° °° ° °a PR OFFf M Portland,Oregon 97205 www.dksassociates.com � ° ° Impact S/ab G I NC F ✓�O ° r / Existing Reinforced ° %/ 53,044 (' MAIN ST:OR99W-RAIL CORRIDOR(TIGARD) 5/8"Ground rod Impact S/ab �/ � 5/8",ground rod l ,� �� MAIN STREET �RIGINAL SIGNED BY WASHINGTON COUNTY BY BY: M. Leal Q -5, Ory REVIEWED BY: D. Beckwith 5IDEVIEW FRONT VIEW 1& 15+� DRAWN BY: R. Harkin 9s A� �- � FC: MP: OFF SYSTEM B� Y PEDESTRIAN FLASHER PLAN EC. 31, 2013 Revised DATE APPROVED EXPIRES:DDETAILS REVISION Tau.ID.Na_ T.R.S.DWG.NO. SG-2 9113 1DMB upgated Title Block X:\Projects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\SG-04.dwg LEGEND: PEDESTRIAN IN-PAVEMENT FLASHER REMOVAL PLAN CONTROLLERS MAIN STREET AT STA. 25+00 (CITY OF TIGARD) R� Remove existing controller. --7-7 POLES pp Remove existing pedestrian signal pedestal. SIGNALS 0Rx Remove existing pedestrian pushbutton and PB instruction sign. 0 Remove existing in-pavement light. SIGNS s remove existing signs. ss Remove existing steel sign support. CONDUITS Ec Abandon existing conduit. WIRES RW Rx Remove existing wiring. S C RX c PB S PP A CONSTRUCTION NOTES: E� Oj Remove existing pushbutton and conduit mounted on _ existing bridge roll. I � < See signing plans for sign removal details. O3 Remove lights and fill space with asphaltic concrete. ® 4-112" GAS o SCALE FEET _ \ 0 10 20 30 40 RX A --- -- W ®� RX 3 SW MAIN STREET IPS UTIUT/ES NOT SHOWN 25+00 CONTRACTOR TO CONTACT UTILITY COMPANIES FOR FIELD LOCATIONS 3 P` OREGON DEPARTMENT OF TRANSPORTATION TRAFFIC-ROADWAY SECTION R t PB SAN 8 SAN 720 SW Washington P RI t f Portland,Oregon 97205et,Suite 500 www.dksassociates.com W E �� NGI NC., AL- FO FO F 53,044 MAIN ST;OR99W-RAIL CORRIDOR(TIGARD) Fo - - _ - - ORIGINAL SIGNED BY WASHINGTON COUNTY DESIGNED BY: M. Leal RX RX .1 Q 9 OOH REVIEWED BY: D. Beckwith SS s 9 QUA Ry 15 DRAWN BY: R. Harkins FC: M P: OFF SYSTEM M- B ECPEDESTRIAN IN-PAVEMENT EXPIRES:DEC. 31, 2ot3 FLASHER REMOVAL PLAN Revised DATE APPROVED REVISION EXPIRES: ID.Na_ LRS owc.N0. SG-3 9/l3 DMB U OW Title Block XAProjects\2010\P10082-000 (Tigard Main Street Imps)\ACAD\SG-05.dwg