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Greenburg Road, Hall Boulevard - Highway 99W ImprovementsW A- S H I N G T G N C G U N T Y, 0 R E G G N C Ig T Yv OF g T I G A R D, 0 R E � G7� O N �7 DEPAI�TMENv OF LAND USE A�7 RAl�eyli ORTATIO PLANS FOR PROPOSED PROJECT ra ■ � r• r i 1 U • � m BEGINNING OF PROJECT STA. 41+82 (®R99W, MIS 9.09) ATTENTION: _N ora Oregon Law Requires You To Follow Rules a Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center, S GqF . BASIS OF BEARING: The basis of bearing was established by holding a local plane datum converted from the 198311998 T adjustment Oregon State Plane Coordinate System, North Zone by multiplying by a scale factor of 1.000101328. These coordinates were determined by holding a 2-1/2" brass marked "ORBITECH GC aL 022-063 LS 2578 1996 CONTROL POINT" in a concrete sidewalk as shown in the Washington County Data Sheet GC 022-063. This monument has a local datum coordinate with a Northing of 652,567.61 ,t. r and an Easting of7,621,472.90. A3-114"brass cap marked"MEECHAM 2000 TIS R1 W T2S R1 IN T1S R1 E T2S RIE" in concrete in a monument box with a National Geodetic Survey Designation of "Meacham" and a Permanent Identifier of AJ8211 "is also held. This monument has a /oral datum coordinate with a Northing of 652,124.41 and an Easting of 7,626,966.23. The course between these points is South 85 °23'15" East, a distance of 5511.18 feet. The units are in U.S. Survey Feet. ELEVATION DATUM: Elevations were based upon Washington County Bench Mark No. 402, which is a brass cap in a concrete curb at the southeast corner of the Highway 99 West overpass over Highway 217. This benchmark has an elevation of219.86 feet. END OF PROJECT 5 STA. 15 + 40 (GREENBURG RD.) BEGINNING OF PROJECT �F STA. 96 + 72 (HALL BLVD, MP 4.90) Overall Length DfPmject-0.57m#e STEVE ST. 2dn o ¢ a LET'S ALL 10 p6 WRKTOGETHER OR O MAKE THIS JOB SAFE 10 PFAFFLE ST. 10.0-044.0 BEGINNING OF PROJECT STA. 4+62 (MAIN ST.) REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIRC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 0i END OF PROJECT STA. 62+06 (®R99W, MP 0.50) ENI OF PROJECT STA. 105+00 (FALL BLVD, MR 5.06) ED ROPROP FI AGI CfF 4857OPE �4? COUNTY PROJ # 25231 CITY PROJ # 0567 DRWNJJG 1/10 DSCN JQ/J 1H0 CHKD KSR 1/10 0 w N h ~ m N mN x O? V a 9 I— r UJ z W H = J LU m J m� AZ m rn SHEET NO. 1 OF 179 SHEET TITLE 1 INDEX OF SHEETS SHEETNO. SHEE VnE I DESCRIPTION 1 1 1 Titlesheet 2 1A I Index ofsheets & std. dig. reference 3-4 1B thm 1 B-2 Plan sheet la out W A- S H I N G T G N C G U N T Y, 0 R E G G N C Ig T Yv OF g T I G A R D, 0 R E � G7� O N �7 DEPAI�TMENv OF LAND USE A�7 RAl�eyli ORTATIO PLANS FOR PROPOSED PROJECT ra ■ � r• r i 1 U • � m BEGINNING OF PROJECT STA. 41+82 (®R99W, MIS 9.09) ATTENTION: _N ora Oregon Law Requires You To Follow Rules a Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center, S GqF . BASIS OF BEARING: The basis of bearing was established by holding a local plane datum converted from the 198311998 T adjustment Oregon State Plane Coordinate System, North Zone by multiplying by a scale factor of 1.000101328. These coordinates were determined by holding a 2-1/2" brass marked "ORBITECH GC aL 022-063 LS 2578 1996 CONTROL POINT" in a concrete sidewalk as shown in the Washington County Data Sheet GC 022-063. This monument has a local datum coordinate with a Northing of 652,567.61 ,t. r and an Easting of7,621,472.90. A3-114"brass cap marked"MEECHAM 2000 TIS R1 W T2S R1 IN T1S R1 E T2S RIE" in concrete in a monument box with a National Geodetic Survey Designation of "Meacham" and a Permanent Identifier of AJ8211 "is also held. This monument has a /oral datum coordinate with a Northing of 652,124.41 and an Easting of 7,626,966.23. The course between these points is South 85 °23'15" East, a distance of 5511.18 feet. The units are in U.S. Survey Feet. ELEVATION DATUM: Elevations were based upon Washington County Bench Mark No. 402, which is a brass cap in a concrete curb at the southeast corner of the Highway 99 West overpass over Highway 217. This benchmark has an elevation of219.86 feet. END OF PROJECT 5 STA. 15 + 40 (GREENBURG RD.) BEGINNING OF PROJECT �F STA. 96 + 72 (HALL BLVD, MP 4.90) Overall Length DfPmject-0.57m#e STEVE ST. 2dn o ¢ a LET'S ALL 10 p6 WRKTOGETHER OR O MAKE THIS JOB SAFE 10 PFAFFLE ST. 10.0-044.0 BEGINNING OF PROJECT STA. 4+62 (MAIN ST.) REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIRC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 0i END OF PROJECT STA. 62+06 (®R99W, MP 0.50) ENI OF PROJECT STA. 105+00 (FALL BLVD, MR 5.06) ED ROPROP FI AGI CfF 4857OPE �4? COUNTY PROJ # 25231 CITY PROJ # 0567 DRWNJJG 1/10 DSCN JQ/J 1H0 CHKD KSR 1/10 0 w N h ~ m N mN x O? V a 9 I— r UJ z W H = J LU m J m� AZ m rn SHEET NO. 1 OF 179 SHEET TITLE 1 INDEX OF SHEETS & STD. DRAWING REFERENCE STD. DRG. NO. INDEX OF SHEETS CONTD. AS CONSTRUCTED P ANS SHEET NO. SHEET TIRE DESCRIPTION TM500 5-14 2A Thru 2A-10 Typical sections J 15 2A-11 Paving plan J - Pavement marking standard detail blocks Pavement detail blocks "q RD300 - Trench backfill, bedding, pipe zone and multiple - marking standard RD302 DETAILS TM650 16-28 2B Thru 2B-13* Details Added sheet 2B-14 J 29-48 2C Thru 2C-20 Traffic control plan - 49 -50 2D Thru 2D-2 Erosion control plan & details TM653 51-52 2E Thru 2E-2 Pipe data sheet J 53-54 2F Thru 217-2 Horizontal alignment pian J - Sign attachments C RD364 - Concrete inlets type G-1, G-2, G -2M, & G-2MA TM677 - Sign mounts RD371 CONSTRUCTION PLANS TM680 55-91 3 Thru 12 Construction notes J - Perforated steel square tube (PSST) sign support 3A Thru 12D Constructlon plan & profile J installation RD388 - Fill height table - PVC pipe TM688 - Perforated steel square tube (PSST) slip base RD390 ROADSIDE DEVELOPMENT 92-94 IR -1 Thru IR -3 Irrigation notes & details 95-96 IR -4 Thru IRS M.gallon plans TM800 97-101 RS -1 Thru RS -5 Planting & infiltration planter details - 102 RS -6 Log notes & plant list TM821 103-112 RS -7 Thru RS -16 Planting plans - - Temporary concrete barrier details RD516 - Securing concrete barrier to roadway TM831 - Temporary impact aftenuators RD530 STRUCTURES- WALLS TM840 113-120 RW -1 Thru RW -8 Lo block wall plans& elevations J 121-123 RW -9 Thru RW -11 Keystone wall plans & elevations J 124 RW -12 Keystone wall details J 125 RW -13 Keystone wall plan & elevations J 126 RW -14 Planter wall details J 127-130 RW -15 Thru RW -18 Wall foundation data sheets TM852 - Non -Freeway multi -lane sections RD715 - Approaches and non -sidewalk driveways - RD720 PERMANENT PAVEMENT MARKINGS 131-135 135 ST -1 Thru ST -5 Striping plans V 136 ST -6 Striping legend V RD745 - Curb line sidewalk driveways or alleys (options k & 1) PERMANENT SIGNING 137-141 S-1 Thru S-5 Permanent signing Tans J 142 - 144 S-6 Thru S-8 Permanent signing legend J 145-147 S-9 Thru S-11 Sin & post data table J ` RD756 - Sidewalk ramp placement options curb radii < 15' RD757 TRAFFIC ILLUMINATION 148-149 IL-1 Thru IL-2 Ilium inatlon Tans J 150 IL-3 IIlumin."On detatis J R0770 - Pedestrian handrail C RD771 TRAFFIC SIGNALS 151 TS -1 SI nal & detector plan la end - Greenburg/ Main J 152 TS -2 Signal plan - OR99W @ Greenbu / Main J 153 TS -3 Detector plan-OR99W Greenbur /Main J 154 TS -4 Existing utility plan - OR99W Greenburg J 155 TS -5 Signal plan - OR99W @ Hall J 156 TS -6 Defector /an -OR99W Hall J 157 TS -7 Existing utility plan - Hail J 158 TS -8 Signal plan details J 159-160 TS -9 Thru TS -10 Interconnect lan J 161 TS -11 Si nal removal plan J 162 TS -12 Signal modification plan Main 0 Scoffins J 163 TS -13 Flashing beacon plan - Greenbu Center J 164-167 TS -14 Thru TS -17 Si nal foundation data sheets - I details REVISED AS CONSTRUCTED TM467 WATER SYSTEM 168 W-1 Title sheet J 169-173 W-2 Thru W-6 Waterline plan & profile J 174-179 W-7 Thru W-12 Details J STD. DRG. NO. DESCRIPTION STD. DRG. NO. DESCRIPTION -48E RD115 - Monument box TM500 - Pavement marking standard detail blocks ORIGINAL RD120 - Concrete stairway TM501 - Pavement marking standard detail blocks RD286 - Root barrier TM502 TM503 - Pavement marking standard detail blocks Pavement detail blocks "q RD300 - Trench backfill, bedding, pipe zone and multiple - marking standard RD302 installations - Street cut TM650 - Traffic signal supports (details & design criteria) F jH RD336 - Standard storm sewer manhole TM651 - Traffic signal supports (notes & reactions) RD342 - Shallow manhole TM652 - Traffic signal supports (steel details) EXPIRES: 1 RD344 - Standard manhole base section TM653 - Traffic signal supports (foundation requirements) RD356 - Manhole covers and frames TM670 - Wood post sign supports C RD360 - Manhole frame adjustment TM676 - Sign attachments C RD364 - Concrete inlets type G-1, G-2, G -2M, & G-2MA TM677 - Sign mounts RD371 - Concrete inlet base type CG -3 TM680 - Signal pole mounts RD372 - Concrete inlet top, option 1 type CG -3 TM681 - Perforated steel square tube (PSST) sign support RD386 - Fill height table - concrete pipe installation RD388 - Fill height table - PVC pipe TM688 - Perforated steel square tube (PSST) slip base RD390 - Fill height table - HDPE pipe foundation RD400 - Guardrail and metal median barrier RD405 - Guardrail and metal median barrier parts TM800 - Tables, abrupt edges, & PCMS details RD415 - Guardrail and metal median barrier parts TM820 - Temporary barricades RD420 - Energy absorbing terminal TM821 - Temporary sign supports RD500 - Precast concrete barrier pin and loop TM830 - Temporary concrete barrier details RD516 - Securing concrete barrier to roadway TM831 - Temporary impact aftenuators RD530 - Guardrail transition to concrete barrier TM840 - Closure details RD610 - Asphalt pavement details TM841 - Intersection work zone details RD700 - Curbs TM842 - Signalized intersection details RD701 - Drainage curbs TM843 - Multi -lane signalized Intersection details RD705 - Islands TM850 - 2 -Lane, 2 -way roadways RD706 - Traffic separators and transitions TM851 - Non -Freeway multi -lane sections RD710 - Accessible route islands TM852 - Non -Freeway multi -lane sections RD715 - Approaches and non -sidewalk driveways - RD720 - Sidewalks RD740 - Separated sidewalk driveways or alleys (option h, 1&j) /oral jurisdictions RD745 - Curb line sidewalk driveways or alleys (options k & 1) local jurisdictions RD750 - Curb line sidewalk driveways or alleys (options in & n) local jurisdictions RD755 - Sidewalk ramp details ` RD756 - Sidewalk ramp placement options curb radii < 15' RD757 - Sidewalk ramp placement options curb radii > 15' R0759 - Truncated dome detectable warning surface details & - locations R0770 - Pedestrian handrail C RD771 - Pedestrian handrail details C RD815 -Chain link fence t RD1000 - Construction entrances ' RD1005 -Check dams R01015 - Inlet protection (type 4) bioliiterbags ! RD1040 - Sediment fence, supported sediment fence, unsupported TM200 - Sign installation details TM450 - Mast arm pole details I TM457 - Vehicle, pedestrian signal & push button mounting option details TM458 - Pedestrian ramp placement details TM460 - Vehicle signal details TM462 - Adjustable signal head mounting details TM465 - Overhead sign, fire preemption & photoelectric control I details REVISED AS CONSTRUCTED TM467 - Pedestrian sign & pedestrian push button details i TM470 - Color code chart DECEMBER, 2011 i TM472 - Traffic slgnaijunction box THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON TM475 - Loop details INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND ' TM480 - Loop entrance details WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS TM482 - Controller cabinet & foundation details BEIJEVED TO BE RELIABLE, WHPACInC CANNOT ASSURE ITS ACCURACY, TM485 - Service cabinet & service cabinet wiring details 9 AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN TM488 - Terminal cabinet detail INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD TM498 - Interconnect wiring details DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. PI NN Rof( THIS SHEET TO FACE SHT. 18-2 F�' , SCALE FEET 1®� 570PE l 50 25 0 50 1 0 NORT c1JGE o , SIGNED BY 16+00 5S U) / 12 312012 2523 0 / 0567 _ SW CENTER ST \ q3+00 _ SVV Goj� .�r� 12 0 - SHLET 5A SHEET 3A SHEET 4A co \CD +io 0 00_0 +00 0 \ CooO o 'G' Line 'OR99W Line 'CONST. CL' Line PACIFIC HWY WEST (OR99W) e ®® _ �o+oa PACIFIC HWY�WEST (OR99W) Line WfLina ol CD 77 0 L 'M2'Lina o� \ \ SHEET 9A \ NOT REVISED AS CONSTRUCTED N DECEMBER, 2011 N� SCALEFEET / 50 25 57—to 0 �oRTH ORIGIN I I 96*00 L I EXPIRE CK ®l 9�x00 ICI I — 0 v o / 9g*pp SHEET6A 'C4'Line [ SHE T 8A SHEET %A n I o Nwtoil t3o) / 9 ow too o N w IL '- + + + + + + + 9*Op + + + + + + 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 / o 0 0 0 0 0 —i — —� _ ._... — 'C6'Llne o --- — 'Hall'Line g PACT IC HWY WEST (OR99W) x 'C3'Line OR99W'Line 'C1'Line _ � r 'C2'Line / I '07x00 l I/ 'C7' Line l C5'Line I — — rO2xpO -i �v °O I REVISED AS CONSTRUCTED DECEMBER, 2011 Bike S1.2% 5' 'FCN' Curb Profile Grade 2' Standard Curb >M� H=16" E=7" A. 'CONST CL' 95+54.85 To 'CONST CL' STA. 96+59.18 ROW Var. 1 st Lift 3" Bike Through Through Through Var. 5.5# 2' 5' Var. 11' 11' See Wall Var. 0' to 11' Plans HMAC Base Course Level 3, 1/2" Dense Guardrail Nom. Thkn. - 5" 1' Shy Sta. 92+21.54 to 95+53.79 2nd Lift 2" HMAC Wearing Course 1st Lift 3" I 'EPW' profile grader N�m' Thkn. " "Lock Block" Wall 1 (For Wall Details, 5,.2. Aggr. Base See Wall Slits.) Nom. Comp. Thkn. - 14" Of 1 "-0 STA. • 'CONST CL'STA. 94+46 ROW HmAc; ijase course Level 3, 1/2" Dense HMAC Wearing Course Nom. Thkn. - 6" Level 3, 1/2" Dense 2nd Lift 3" Nom. Thkn. - 2" 1st Lift 3" Cold Plane Pavement Removal 2" Depth Aggr. Base Nom. Comp. Thkn. - 14" Of 1 "-0 v Median / Left Turn Throu, 16.3' 11' * Var. 3' to 16.3' 8.3' 8' * Var. 2' * Var. V to 8.3' I to 8' 1 1' Shy 16" Traffic Separator L(S ta. 1 96+10.84 to 98+98.60) Vac Guardrail & Drainage Curb 'EPS' Profile Grade Sheet Pile Wall Extg. EOP Sawcut STA. 'CONST CL' 92+44 To 'CONST CL' STA. 93+79 Through Through RfghtTurn 1 11'** Var. 0'to 11' HMAC Base Course Level 3, 1/2" Dense Nom. Thkn. - 5" 2nd Lift 2" HMAC Wearing Course 1st Lift 3" Level 3, 1/2" Dense Nom. Thkn. - 3" Sl. Vac A Var.in 8 to 14' Cold Plane Pavement Removal 2" Depth I A Var. 1 Sawcut HMAC Wearing Course, Level 3, 1/2" Dense 9' to 14' L 1, Exist. EOP Nom. Thkn. - 2" Subgrade A Cold Plane Pavement Removal Sawcut Geotextile HMAC Wearing Course, Level 3, 1/2" Dense Exist. EOP 3" Depth At Sawcut To 2" Depth At Lane Line 'CONST CL' STA. 92+21.54 To 'CONST CL' STA. 96+59.18 *'CONST CL' STA. 92+21.54 To 'CONST CL' STA. 94+77.40 * * 'CONST CL' STA. 95+42.76 To 'CONST CL' STA. 96+59.18 * * * 'CONST CL' STA. 95+91 To 'CONST CL' STA. 96+59.18 q - Guardrail 'EPN' profile grade EPA Var. Var. Bike Through Through Through Through Shldr. 11' 11'± 11'T 5'± - HMAC Base Course Level 3, 1/2" Dense Nom. Thkn. - 6" 1 2nd Lift 3" Var. V to 2' 1 st Lift 3" HMAC Wearing Course Level 3, 112" Dense Nom. Thkn. - 2" Var. S� Cold Plane Pavement Removal 2" Depth Note: Place An 18" Wide Pavement Overlay i Subgrade 1' Aggr. Base Geotextile Along All Pavement Joints i Geotextile t Nom. Comp. Thkn. - 14" Of 1"-() (For Details, See Sht 28-8) � Sawcut Exist. EOP ,CONST CL' STA. 91+93.88 To 'CONST CL' STA. 92+21.54 ROW 2' S.5'± Var. ***3,+ See Wall Plans Guardrail & Drainage Curb Sta. 92+44.41 to 96+59.18 EXPIRES: 12/31/2012 sf —'EPS' profile grade 3'1 "Lock -Block" Wall (For Wall Details, Subgrade Geotextile 'L/'' See Wall Shts.) Aggr. Base Nom. Comp. Thkn. - 14"Of 1'=0 _. STA. 'CONST •0 'CONST CL'STA. 97+32 B) ROW I I NOT REVISE® AS CONSTRUCTED DECEMBER, 2011 THIS SHEET TO FACE SHT. 2A-3 /2012 'FCN' profile grade Standard curb H=16", E=7" Sidewalk Bus Bike Standard Curb Var. 8'-12' Var. 0'-6' 5' H=18", E Varies e 'CONST CL' STA. 97+50 To 'CONST CL' STA. 99+15 ROW Var. 53' to 55' I Bike Through Through I I I —F7 11' 11' 2' 11' 11' 11' I FCN' profile grade HMAC Base Course Level 3, 1/2" Dense Sta dard curb Cold Plane Pavement R mcival2" Depth Nom. Thkn. - 5' 9' Shy 16", E=7" 1 Max 2nd Lift 2" 1st Lift 3" a rse _4.- S1.2% HMAC Wearing Course, Level 3, 1/2" Dense Nom. Thkn. - B HMAC Wearing Course 1st Lift 3" ROW q--� q eft Turn 13' J _Var. 0.9'to 5' 11' Shy Traffic Separe ta. 96+10.844 to I I 'FCS' profile grade 2' SI 4:1 Max Standard curb H=16', E=7" S/. 4•> r17ax 'CONST CL' STA. 97+55 To 'CONST CL' STA. 99+04 Through Through Through Right Turn Bike 11' 11' 11' 5' HMAC Base Course Cold Plane Pavement R mcival2" Depth Level 3, 1/2" Dense -7Sub Nom. Thkn. - 5" HMAC Wearing Course, Level 3, 1/2" Dense 2nd Lift 2" B HMAC Wearing Course 1st Lift 3" Nom. Thkn. -2" Type Level 3, 1/2" Dense ExTst. EOP 98.60) Nom. Thkn. - 3" Basegrade SI. Var. Guardrail & Drainage Curb Sta. 96+59.18 to 97+58.82 'EPS' profile grade "Lock -Block" Wall (For Details, �3•y See Wall Shts.) Geotextile 1ggr. Base Join. Comp. Thkn. -14" Of 1 `=O STA. 'CONST CL' 93+80 To 'CONST CL' STA. 97+32 (Wall 6) Note: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) 12' A Var. Cold Plane Pavement R mcival2" Depth A Var. -7Sub 'to 11' HMAC Wearing Course, Level 3, 1/2" Dense 8'to 17' Sawcut Nom. Thkn. -2" Sawcut— ExTst. EOP A Cold Plane Pavement Removal Exist. EDPPAggr. Basegrade HMAC Wearing Course, Level 3, 1/2" Dense Nom. Comp. Thkn. - Geotextile 3" Depth At Sawcut To 2" Depth At Lane Line 14" Of 1'l-0 'CONST CL' STA. 96+59.18 To 'CONST CL' STA. 99+15 REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWNG OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUTAENT ARE ADNSED TO OBTAIN INDEPENDENT VERIFICATION. Guardrail & Drainage Curb Sta. 96+59.18 to 97+58.82 'EPS' profile grade "Lock -Block" Wall (For Details, �3•y See Wall Shts.) Geotextile 1ggr. Base Join. Comp. Thkn. -14" Of 1 `=O STA. 'CONST CL' 93+80 To 'CONST CL' STA. 97+32 (Wall 6) Note: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) 0.5' Sidewalk ac 7.6''-12 Sawcut 1' S/ 3.1n%ax SH=16, E 7urb SL 3:1 Mme' of 12" 'OR99W' STA. 54+83.53 To 'OR99W' STA. 55+49.00 ROW 5'± HMAC Wearing Cour Level 3, 1/2" Dense Nom. Thkn. - 2" I Cold Plane Pavement Removal 2" Depth Note: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) 11' HMAC Base Course Level 3, 1/2" Dense Nom. Thkn. - 6" 2nd Lift 3" 1st Lift 3" 1' Shy 0.5' Sidewalk . 8'-12' �0.5'Standard Curb 1'H=16" E=7" :S*:12% ndreament Table *'OR99W' STA. 53+76.95 To 'OR99W' STA• 53+96.55 (Taper Sec.) **'OR99W' STA. 53+96.55 TO 'OR99W' STA. 55+49.00 exPl a,— d. 51.6' `5 Left Turn Th rou h 13' 11' i 1 1.95' HMAC Wearing Coi Level 3, 1/2" Dense 1' Shy Dist. Nom. Thkn. - 3" MACWearing Course Leve13, 1/2" Dense Nom. Thkn. - 2" Aggr. Base �-Exist. Conc. Traf. L Nom. Comp. Thkn. - 14" Of 1 "-0 Separator Cold Plane Pavement Removal Sawcut Subgrade Geotextile 2" Depth 'OR99W' STA. 53+09.21 To 'OR99W STA. 55+49.00 '± WSTA. 53+09.21 ROW trough Ri ht Turn Bike Sidewalk 11' 11' 5.6' 8' HMAC Base Course Level 3,112" Dense Nom. Thkn. - 5" 2nd Lift 2" C3' Curb Profile Grade 1 sf Lift 3" Standard Curb H=16', E=7" S1.2% See End Treatment Table 5'± 12„ Hinge wcut Aggr. Base Exist. EOP Nom. Comp. Thkn. - 14" Of 1 "-0 Subgrade Geotextile A Cold Plane Pavement Removal Bike Bus Sidewalk HMAC Wearing Course, Level 3, 1/2" Depth 5' Var. 0'-6' 3" Depth At Sawcut To 2" Depth At Lane Line ee End Var. 62.50'- 68.50' Bike Throu h I Throuigh Throu h Left Turn Med. *Left Turn Thr( 5'± 11' 11' 11.3' 13'3.5' *Var. W-13' 1 � *Var. 13'-0' HMAC Wearing Course HMAC Wearing Course Level 3, 1/2" Dense e1.53' Level 3,112" Dense Nom. Thkn. - 2" 1' Shy Disf. Nom. Thkn. - 2" 1 1' Shy Disf. End Treatment Table Station Description 49+90 to 50+52 3:1 slope to daylight 50+52 to 51+28 "Keystone" retaining wall 51+28 to 52+90 Vertical drop at back of walk 52+90 to 55+49 3:1 slope to daylight --_TIT �727 'Oi299W STA. 51•�•• Through Bike/Shldr. 1uh Riuht lkoTrn 5.6' Side 8' HMAC Base Course Level 3, 1/2" Dense Nom. Thkn. - 5" 2nd Lift 2" \ 1st Lift 3" A 8.4± '—Exist. Conc. Traf. Cold Plane Separator Cold Plane+ Pavement Removal Pavement Removal Sawcut 2" Depth 2" Depth Exist. EOP Subgrade 'OR99W' STA. 49+89.77 TO 'OR99W STA. 53+09.21 Geotextile *'OR99W' STA. 51+50. 00 To 'OR99W' STA. 53+09.21 (Taper Sec.) HMAC Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 3" Profile Grade Curb Sl. 2% See End Treatment Table �-0.5' Hinge -Aggr. Base Nom. Comp. Thkn. - 14" Of 1 "-0 NOT REVISED AS CONSTRUCTED DECEMBER, 2011 THIS SHEET TO FACE SHT. 2A-5 I HMAC Wearing Course Ri ht Turn Level 3, 112" Dense Var. 11'-19.4' Nom. Thkn. - 2" 'OR99W' STA. 62+05.3R7�To 'OR99W' STA. 62+64.72 O *'OR99W' STA. 59+80 To 'OR99W' STA. 60+49 (Taper Sec.) Subgrade Geotextile End Treatment Table Station Description 56+55 to 58+83 Vertical drop at back of walk 58+83 to 59+97 3:1 slope to daylight ROW Note: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS VMICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADY�SEB TO OBTAIN INDEPENDENT VERIFICATION. Var. 48'-50' M HMAC Wearing Coi Level 3, 112" Dense Nom. Thkn. - 2" Sidewalk RO 0.68' o Cold Plane Pavement Removal Standard Curb ..12' HMAC Wearing Course, Level 3, 112" Dense H=16", RE 1208' 3" Depth At Sawcut To 2" Depth At Lane Line SI. 12.7' 3.3' Var. 12.7-11' AVE I 1' Shy Dist. — A Var. 1'-0.3' In II i *'OR99W STA. 56+54.64 To 'OR99W' STA. 56+84.38 **'OR99W' STA. 56+84.38 To 'ORI 9W' STA. 57+25.01 (Taper Sec.) Var. 62'-66' ROW Through Throu h Throu h Bike �Side�wal_k.� 11' 11' 11' S' 8' I 3.3'-2.7' A Var. HMAC WearingCourse HMAC Base Course 5'-7.1' Level 3, 1/2"Dense Level 3, 112" Dense Nom. Thkn. - 5" Nom. Thkn. - 3" 2nd Lift 2" St ndard Curb e Grade 1st Lift 3" 1' Shy Dist. o See End Treatment Table 16"Conc. Traf. Separator, Cold Plane Pvmt. Type Cold Plane Pvmt. Sawcut 9.5'--15.8' 12 Removal B Removal Aggr. Base 2" Depth 2" Depth Nom. Cot. Thkn. - 14" Of 1 "-0 Exist. EOP \—Subgrade IOR99W' STA. 56+54.64 To 'OR99W' STA. 59+80 Bike Ge Bus T l e Sidewalk A'OR99W' STA. 58+97.00 To 'OR99W' STA. 59+80 (Taper Sec.) 5' Var. 0'-6' Var. 8'-12' See End Treatment Tabl IOR99W STA. 56+65 To 'OR99W' STA. 58+15 Bike Through Throu h Throu h Left Turn Med. Through Throu Ri hf Turn 5.5' 5' 11' 11' 11' 11' 2' 11' 11'11' 3.65' 'Var. Base Cours SHELL STATION /2012 R¢W HMAC Wearing Course 11.68' HMAC Wearing Course 3, 112" Dense Level 3, 112" Dense 3.65 Level 3, 1/2" Denseom. Thkn. - 5" Nom. Thkn. - 2" Nom. Thkn. - 2"2nd Lift 2" C1' Curb Profile Grade 0.3' Shy Dist. 1st Lift 3' Standard Curb 3' Shy Disf.oVar. 3 4'-1 412" H=16", E=7" — — — — — — rillVaries *Var. 1'- 0.3, St. SI.2 _ Exist. Pvmt. — — - '01 Cold Plane Pvmt. 16" Conc. Traf. Separator, Co12"Removal RewcuI � -12" Exist. Curb T e yp 2"Aggr. Base2" Depth BJ'OR99W' Nom. Comp. Thkn. - 14"Of 1"-0 STA 59+80 T 'OR99W' STA 62+64 72 P O *'OR99W' STA. 59+80 To 'OR99W' STA. 60+49 (Taper Sec.) Subgrade Geotextile End Treatment Table Station Description 56+55 to 58+83 Vertical drop at back of walk 58+83 to 59+97 3:1 slope to daylight ROW Note: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS VMICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADY�SEB TO OBTAIN INDEPENDENT VERIFICATION. Var. 48'-50' M HMAC Wearing Coi Level 3, 112" Dense Nom. Thkn. - 2" Sidewalk RO 0.68' o Cold Plane Pavement Removal Standard Curb ..12' HMAC Wearing Course, Level 3, 112" Dense H=16", RE 1208' 3" Depth At Sawcut To 2" Depth At Lane Line SI. 12.7' 3.3' Var. 12.7-11' AVE I 1' Shy Dist. — A Var. 1'-0.3' In II i *'OR99W STA. 56+54.64 To 'OR99W' STA. 56+84.38 **'OR99W' STA. 56+84.38 To 'ORI 9W' STA. 57+25.01 (Taper Sec.) Var. 62'-66' ROW Through Throu h Throu h Bike �Side�wal_k.� 11' 11' 11' S' 8' I 3.3'-2.7' A Var. HMAC WearingCourse HMAC Base Course 5'-7.1' Level 3, 1/2"Dense Level 3, 112" Dense Nom. Thkn. - 5" Nom. Thkn. - 3" 2nd Lift 2" St ndard Curb e Grade 1st Lift 3" 1' Shy Dist. o See End Treatment Table 16"Conc. Traf. Separator, Cold Plane Pvmt. Type Cold Plane Pvmt. Sawcut 9.5'--15.8' 12 Removal B Removal Aggr. Base 2" Depth 2" Depth Nom. Cot. Thkn. - 14" Of 1 "-0 Exist. EOP \—Subgrade IOR99W' STA. 56+54.64 To 'OR99W' STA. 59+80 Bike Ge Bus T l e Sidewalk A'OR99W' STA. 58+97.00 To 'OR99W' STA. 59+80 (Taper Sec.) 5' Var. 0'-6' Var. 8'-12' See End Treatment Tabl IOR99W STA. 56+65 To 'OR99W' STA. 58+15 Hinge Sidewalk S'/ 0.5' 12' '?� * Var. 7.5'- 12' SI. 2% Max S�•31 12" 'M' STA. 5+07.41 To 'M' STA. 5+17.41 'M' STA. 5+45.00 To 'M' STA. 6+04.00 Extg. Curb and Sidewalk 'M' STA. 4+80 To 'M' STA. 5+07 Const. Left Turn 12' ** Var. 0'- 12.0' I NOTE: Sl. Varies For median details, see sht, 2B Standard Curb H=16", E=6" 'M' STA. 6+98 To 'M' STA. 7+25 Var. X-14.5' Median 1 7.5' 1 Standard Curb H=16", E=6" 'M' STA. 5+51 To 'M' STA. 7+25 'M' STA. 4+80 To 'M' STA. 5+13.92 'M' STA. 6+66.90 To 'M' STA. 7+25 "Keystone" Ret. Wall Planter Sidewalk (For Wall Details, .0' See Wall Shts.) ❑ 2 ❑❑ 4.5' Ver. 'M' STA. 5+23.33 To 'M' STA. 5+95.63 Hinge Sidewalk Planter Shldr. Through Left Turn Median Through I Right Turn Planter Sidewalk 0.5' 7' 4.5' Vac 1'-T 12' 11' 9.5' 11' 12' ❑2.0' 7' ❑ STA. 5+13.92 To STA. 5+75.42 STA. 5+07.41 To STA. 5+45 ** Vac 11' - 0' Vac ❑❑ 4.5' ❑❑ STA. 5+75.42 To STA. 6+66.90 AA STA. 5+45 To STA, 7+25 15'6.07 HMAC Wearing Course Level 3, 1/2" Dense 'M2' Curb Profile Grade Si 3 vti/al Var. 1'- 9' Nom. Thkn. - 2.5" Standard Curb H=16", E=6" 'M1' Curb Profile Grade I 2.1 Max' Standard Curb �1, 5\• H=161', E=6" Sl. 2% A Sl. VariesSI. Varies 2 Si. 2% 0 4" Conc. �A 6" Conc. Cold Plane Pavement R moval Sawcut W/6'x6" W 2.5"Depth Aggr. Base Me 10 Ga. Wire Mesh V- 0" Sawcut Nom. Comp. Thkn. -14"of 1 "-0 HMAC Base Course Level 3, 112" Dense Nom. Thkn. - 5.5" 2nd Lift 2.5" Extg. EOP 1st Lift 3" Subgrade Geotextile Notes: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) See Roadside Development Plans For Planter Details 'M' STA. 4+80 To 'M' STA. 7+25 * 'M' STA. 5+07.41 To 'M' STA. 5+52.®69 NOT REVISED AS CONSTRUCTED ** 'M' STA. 6+01.41 To 'M' STA. 7+05.85 DECEMBER, 2011 11 /2012 THIS SHEET TO FACE SHT. 2A-7 Sidewalk 12' S/. 3•• 1 Max. St. 2 3� 1 MaX• SI. Const. 'M' STA. 7+41.92 To 'M' STA. 7+50.26 I Hinge 0.5' 3,•�MaX Subgrade Geotextile Aggr. Base Nom. Comp. Thkn. - 14" of 1'-0 Notes: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Slit. 2B-8) See Roadside Development Plans For Planter Details NOT REVISED AS CONSTRUCTED DECEMBER, 2011 oulder Through I Median I Left Turn I Through 8' 12' 9.5' 11' 11' 'M1' Curb Profile Grade 4.9' 6.1' HMAC Base Course Standard CurbHMAC Wearing Course Level 3,112" Dense H=16", E=6" Level 3,112" Dense Nom. Thkn. - 5.5" Nom. Thkn. - 2" i 2nd Lift 2.5" Median 1, i 1st Lift 3" 7.5' St. Varies Sl. Varies —s Standard Curb Cold Plane H=16", E=6" Pavement Removal 2.5" Depth It Turn Planter Sidewalk 12' 4.5' 7' HMAC Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2.5" M2' Curb Profile Grade Standard Curb H=16", E=6" gl. 2:1 M L� S112%. Aggr. Base Nom. Comp. Thkn. -14" of 1'l-0 Exist. ��— HMAC Base Course EOP HMAC Base Course Level 3, 1/2" Dense Subgrade Geotextile Level 3, 1/2" Dense Nom. Thkn. - 2.5" Nom. Thkn. - 6" 2nd Lift 2.5" 1st Lift 3.5" 'M' STA. 7+25 To 'M' STA. 7+55 Hinge Sidewalk 813:1 Off 12'Mak SI. 2 S1. 3:1 May'. 12"� 'M' STA. 9+09 To 'M' STA. 9+60 Hinge Sidewalk 0.5 7' S1.2% Subgrade Geotextile Aggr. Base Nom. Comp. Thkn. - 14" of 1 "-0 Notes: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) See Roadside Development Plans For Planter Details 911 2" Min. Overlay SI. Veda Cold Plane Pavement Removal 2.5" Depth 'M' STA. 8+72 To 'M' STA. 9+60 Shoulder Through Median Left Turn Vac 6'46'-I-12' 9.5' 1 illi M1' Curb Profile Grade HMAC Wearing Course Standard Curb Level 3, 1/2" Dense H=16", E=6" Nom. Thkn. -2" 7.5' _ 1 11' 'M2' Curb Profile G Standard H=16", HMAC Wearing course Level 3,112" Dense Nom. Thkn. - 2.5" 1 1 Sl. Varies Sidewalk 12' Si. 2.1 Max. S1.2% S1 2:1 12" 'M' STA. 7+97.26 To 'M' STA. 8+44.08 'M' STA. 9+25.85 To 'M' STA. 9+60 it Turn Planter Sidewalk 12' 4.5' 7' rade Curb E=6" SL 2:1 Max' Sl. 2% Standard Curb`– \—HMAC Base Course 12"� H=16", E=6" 1 Level 3, 1/2"Dense Cold Plane Nom. Thkn. - 5.5" Cold Plane Pavement Removal Pavement Removal 2nd Lift 2.5" Exist. 2.5" Depth 2.5" Depth EO 1st Lift 3" Exist. HMAC Base Course 9 { EOP Level 3, 1/2" Dense Aggr. Base Nom. Comp. Thkn. - 14"of 1 "-0 Nom. Thkn. - 6" Sawcut 2nd Lift 2.5" 1st Lift 3.5" 'M' STA. 7+55 To 'M' STA. 9+60 EXP NOT REVISED AS CONSTRUCTED DECEMBER, 2011 THIS SHEET TO FACE SHT. 2A-9 Sidewalk 1Planter 12/31/2012 2523 0567 S12% � e 'G' S TA. 11+15.72 To 'G' STA. 11+50 ROW ROW Varies 30' Sidewalk Right Turn I Bike Through Left Turn Through Bike I Sidewalk Hinge 12' 12' S' 11' 11 11' S' 8' 0.5' HMAC Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" I Var. HMAC Base Course 2.8'-3.8' Standard Curb Level 3, 1/2" Dense Nom. Thkn. - 6" le Grade Standard Curb "Keystone" Ret. Wall Y H=16", E=6" Lift 3"oSI H=16", E=6" 3: SI.(For Wall Details, Wall Shts.)SI'2� 02nd SI.2.00%1st Li(t3" LLG'Line 0/ 2See Var� S1 3, 12" 12" Subgrade Geotextile Aggr. Base Nom. Comp. Thkn. - 14" of 1'l-0 Notes: Place An 18" Wide Pavement Overlay 'G' STA. 10+41 To 'G' STA. 11+50 Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) See Roadside Development Plans For Planter Details NOT REVISED AS CONSTRUCTED DECEMBER, 2011 Hinge Sidewalk 0.5' 10.5' * Var. r 10.5'-6.0' SI. 2% 'G' STA. 12+76 To 'G' STA. 13+93.84 Sidewalk 7' Sl. 2% 'G' STA. 11+50 To 'G' STA. 12+20.21 0'-6.8' Match Exig. Crown Shift Crown 'G' STA. 12+21 To 'G' STA. 13+93.84 I Sidewalk Right Turn Bike Through Left Turn Bike/ Through Shldr. Sidewalk Hinge 12' 12' 5' 11' 11' 11' 5' Var. 0.5' * Var. Var. 12'-0' F2Y. 1.9, HMAC Wearing Course Level 3, 112" Dense "Keystone" Ret. Wall Nom. Thkn. - 2.5" Profile Grade (For Wall details, 'G' Line See Wall Shts.) 1 Standard Curb S`, 2'• H=16", E=6"Sl. *" Sl. Varies 2% or n RI.2% ?7. Varl1 19 12"—►1 �— Aggr. Base — Nom. Comp. Thkn. - 14" Of 1"-O Subgrade Geotextile I HMAC Base Course Level 3, 1/2" Dense Nom. Thkn. - 5.5" 2nd Lift 2.5" 1st Lift 3" Notes: Place An 18" Wide Pavement Overlay Geotextile Along All Pavement Joints (For Details, See Sht. 2B-8) See Roadside Development Plans For Planter Details Cold Plane Pavement Removal 2.5" Depth HMAC Leveling Course Level 3, 1/2" Dense Nom. Thkn. - Var. 1/2" to 9" Existing curb & sidewalk to remain Sta. 12+63 to end ** Sta 11+50 To Sta 12+00 Slope Is 2% 'G' STA. 11+50 To 'G' STA. 13+93.84 NOT REVISED AS CONSTRUCTED * 'G' STA. 13+52 To 'G' STA. 13+93.84 (Taper Sec.) DECEMBER, 2011 2 EXPIRES: 12/31/2012 Len 1 urn F -7.i nrou fl Sidewalk 'C7' Curb Profile Grade 14' ❑Var.4 =0' 12' 'C5' Curb Standard Curb 0Var.12'-14' ❑Var. 11'-12' Profile Grade 2.5 6' H=16" E=7" Var. Var. Standard Curb H=16", E=7'_� Sl. 2% Lock -Block Ret. Wall 'HALL' STA. 102+90.61 TO 'HALL' STA. 105+00.46 o'HALL' STA. 102+90.61 TO 'HALL' STA. 103+80.28 'HALL' STA. 104+11.52 To 'HALL' STA. 104+86.49 'HALL' ROW Var. 41'-31' Var. 39'-35' dew I Right Turn Bike Throu h Left Turn Med. Through Bike 6' 12' 5' 11' 12' 4' 11' S' *Var. '-R' A Vac 0'-12' *Sta. 100+99.04 To Sta. 101+10.39 **8' **Sta. 101+10.39 To Sta. 101+70 Var. ***Sta. 101+70 To Sta. 101+90 HMAC Base Course - Level 3, 1/2" Dense Nom. Thkn. - 6" 2nd Lift 3" 1st Lift 3" Exist. Curb 'C7' Curb Profile Grade Standard Curb H=16", E=7" SI. Thickened Back of Walk See Detail, Slit. 2B-8 Exist. Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" Aggr. Base - �— Nom. Comp. Thkn. - 14" Of 1 "-0" Subgrade Geotextile 'HALL' STA. 96+71.92 To 'HALL' STA. 97+38.5.1 End Treatment Table Station Description 97+40 to 98+80 3:1 slope to daylight 98+80 to 99+65 Vertical drop at back of walk ROW -"Keystone" Ref. Wall (For Wall Details See Wall Shts.) Var. A. 104+22 To 'HALL' STA. 105+00 6' HMAC Wearing Course HMAC Base Course HI�AC Wearing Course Level 3, 1/2" Dense Level 3, 1/2" Dense Level 3, 112" Dense Cold Plane Nom. Thkn. - 2" Nom. Thkn. - 6" Nom. Thkn. - 2" it Removal 2nd Lift 3" 2" Depth 1st Lift 3" 'LS1. ' Curb Profile Grade Hall' 4 1' Shy Dist. ndard Curb Profile Grade 1'ShyDist. 6" ,E=7" _ SL Varies T SI VariaeSt.Varies f-12" Min HMAC Leveling Course � ---II -12" Sawcut Level 3, 1/2" Dense Sawcu Aggr. Base Nom. Thkn. - Var. 0" To 7" Exist. EOP Nom. Comp. Thkn. - 14" Of 1 At Curb Subgrade Geotextile 2' Conc. Traf. Separator, Type C (Sta. 101+22 To 102+90.61) 'HALL' STA. 100+99.04 To 'HALL' STA. 105+00.46 A 'HALL' STA. 103+30 To 'HALL' STA. 105+00.46 (Taper Sec.) H Right Turn 12' * Var. 0'-12' HMAC Wearing Course ( HMAC Base Course Level 3, 1/2" Dense Level 3, 1/2" Dense Note: Place An 18" Wide Pavement Overlay 'C6' Curb Profile Grade Nom. Thkn. - 2" Nom. Thkn. - 6" Geotextile Along All Pavement Joints Standard Curb I 2nd Lift 3" (For Details, See Slit. 2B-8) \ H=16", E=T' Hall's Profile Grade 1st Lift 3" See End Treatment Table Sl. 2% Sl. Varies Match Existin SI. SI. Cold Plane SatM t Pavement 2emovall Sal wcut (2" - 3" Depth) Exist. EDP NOT REVISED AS CONSTRUCTED'HALL' STA. 96+71.92 To 'HALL' STA. 99+64.80 At Curb 'HALL' STA. 96+71.92 To 'HALL' STA. 97+68.78 (Taper Sec.) DECEMBER, 2011 ** 'HALL' STA. 98+79.86 To 'HALL' STA. 99+00.69 *** 'HALL' STA. 99+00.69 To 'HALL' STA. 99+64.80 ROW 12' 'C4' Curb Profile Grade Standard Curb H=16" E=7" S1.2%� Thickened Back of Walk 12" See Detail, Slit. 2B-8 Aggr. Base Nom. Comp. Thkn. - 14" Of l"-0 Subgrade Geotextile rr rri r rr r ri rroi 0 0 + CC LU LLI OR99W OR99W - COLD PLANE PVMT. & INLAY NL Station Offset Station SCALE FEET 49+94 G11' 26.6' Rt. to 34.9' Rt. NORr /Y 26.6' Rt. to 34.9' Rt. 56+70 ^ 00ORIGINAL 2512.5 0 25 50 25.3 Rt. to 33.7' Rt. 58+56 4857 60+17 21.6' Rt. to 41.3' Rt. 60+33 21.0' Rt. to 39.9' Rt. 60+33 34.2' Rt. to 39.9' Rt. 60+72 33.9' Rt. to 39.8' Rt. 60+72 36.4' Rt. to 39.8' RL 61+03 36.4' Rt. to 39.7' Rt. 61+03 36.4' Rt. to 39.7' RL 62+05 36.4' Rt. to 46.4' Rt. 75 'OR99W'C/NE OR99W EXPIRES 12 ® L r m G01 CIT M 03 1Vj Sawcut ell + ell + + c+° 0 0 0 0 8" HMAC (3 lifts) Level 3,112" dense n - - - - - - - - - - �/ � V - _ - QAgg. / CO base - 1 "-0 14 Nom. comp, fhkn. - 14" y my OR99W _ Subgrade geotextile. m - - - - - - r m ASPH. CONC. PVMT. REPAIR 97+00 Z - ---- - -- m W NTS 0 Sawcut n a o - ✓ _ Cp Note: Pace pavement overlay geotexfile all transverse and i O O longdinal pavement oints. (For detail, see sht. 2B-8) I DR( rr rri r rr r ri rroi 0 0 + CC LU LLI OR99W OR99W - COLD PLANE PVMT. & INLAY Begin End Station Offset Station Offset 49+94 26.6' Rt. to 34.9' RL 55+44 26.6' Rt. to 34.9' Rt. 55+44 26.6' Rt. to 34.9' Rt. 56+70 25.3' Rt. to 33.7' Rt. 56+70 25.3 Rt. to 33.7' Rt. 58+56 25.3' Rt. to 31.5' Rt. 60+17 21.6' Rt. to 41.3' Rt. 60+33 21.0' Rt. to 39.9' Rt. 60+33 34.2' Rt. to 39.9' Rt. 60+72 33.9' Rt. to 39.8' Rt. 60+72 36.4' Rt. to 39.8' RL 61+03 36.4' Rt. to 39.7' Rt. 61+03 36.4' Rt. to 39.7' RL 62+05 36.4' Rt. to 46.4' Rt. OR99W -ASPH. CONC. PVMT. REPAIR Begin I End Station Offset Station Offset 49+94 34.9' Rt. to 40.0' Rt. 55+44 34.9' Rt. to 40.0' Rt. 52+00 O'LL to 12.8'LL 55+50 O'LL to 12.8 Lt. 55+44 34.9' Rt. to 40.0' Rt. 56+70 33.7' Rt. to 43.4' Rt. 56+70 33.7' Rt. to 43.4' Rt. 58+56 31.5' Rt. to 41.0' Rt. 58+56 25.3' Rt. to 41.0' RL 58+97 25.3' Rt. to 40.4' Rt. 58+97 25.3' Rt. to 40.4' RL 60+17 21.6' Rt. to 41.3' Rt. 60+33 21.0' Rt. to 34.2' Rt. 60+72 20.4' Rt. to 33.9' Rt. +00 HALL BLVD. -ASPH. CONC. PVMT. REPAIR Begin End Station Offset I Station Offset 96+73 12.3' Rt. to 18.3' RL. 97+50 10.9' Rt. to 16.9' Rt. PAVEMENT HATCHING LEGEND 22"Asph. Conc. Pvmt. Repair ®Cold Plane Pvmt. Removal & Inlay REVISED t AS CONSTRUCTED DECEMBER, 2011 4857OPE 15, /H-/ S R� EXPIRES:12 31/2012 JNTY PROJ # 2523 DRWNCMP 02/10 DSGN JMQ 02/10 CHKD KSR 02/10 W N Z ~ w = ci 3 I- C _ �-� Z am W =o Z ga z (-n J Z m'y O w N ° O SHEET NO. 53 OF 179 sNEET nrLE 2F THIS SHEET TO FACE SHT. 2F-2 NOT REVISED AS CONSTRUCTED DECEMBER, 2011 ALIGNMENT LEGEND 100 'OR99W = Pacific Hwy West (OR99W) right-of-way line. Curve No. 'Const CL' = Pacific Hwy West (OR99W) construction centerline. Tangent 'G'= SW Greenburg Road construction centerline. 1 'GV = SW Greenburg Road west side curb flow line. 38.44' 'G2'= SW Greenburg Road east side curb flow line. 2 'EPN' = Edge of pavement north side Pacific, Hwy. West. 92.29' 'FCN' = Top face of curb north side Pacific Hwy. West. 'EPS' g+4 G% = Edge of pavement south side Pacific Hwy. West. 275.33' 'FCS' = Top face of curb south side Pacific Hwy. West. M1' Line Curve No. Delta Radius Tangent Length 'M' = Main Street construction Centerline. N44°17'57"W- 'M1' = Main Street north side curb. 92.29' 'M2'= Main Street south side curb. 10°45'51" 356.00' 'C3'= OR99W South curb alignments, Main St. to Hall Blvd. N26°06'49"I 'CW = SW Center Street west of Greenburg construction centerline ,c. 'CE' = SW Center Street east of Greenburg construction centerline 68.28' 7 N42°03'09"N \ 'CW' Line - \ \ 153"5544"E 0 N60°10'25"E \\L Z'� -C N62°13'31 "E r i \ 'FCN' Llna �30.45'Lt, PN'10+001 + Const CL'9f+37.82, � _o p 'w� ;a' - �'EPN' Line se '� _ p- 'yr -- se \ 10+00 'OR99W 44+02.24 P.C.S. 1 9 g P� IFIC HWI WEST (OR99W) 'Const CL'95+29.43 17 \ 10+00 P$'9+15.56= 13 'EPSL_ine ._ 'post. CLI 91+88.40, e-' --T gpS'12+02.57 P.CC. N60°3424"E 'OR99W 30+81.48 S.C. ST. -Cons Bothtbecome same line. $NN MP'N 1/ -'EP,' V1'1+21 v Zg+00 \\ 'G' 'CW' 30+00' $ x'12+46.55 CE'0+80- ER N 30 00 _ S�CT EN rn N53°55'34"E - 'CE'0+89.31 End 0 00 1+14.20 End Line 141 /-- I. N + 0+g6 > o � 'G1'LIna `^ ` o) FCN' 17+98.22 P.7- = w� - T \ t. 'OR99W 48+02.24!' � � I �\ 413.62 P.C. ` Z, o\ )0.12 P.l. � �; '50, "E NKT,01'12"E ' R99W' Line' zax5 r.f<.c. ers 14+ou, c u. 'FC5' is+26.15 P. f. _ 15+00 'M1' 5+02.38 P.T. 'M1'2+13.84 P.T. 'FCS' Line 5+� N75°16'33"E 'M1'4+66.04P.C,C. 'Mt' 3+51.40 P.R.C. 7 'M1'4+19.68P.C.C. 'M2' 3+76.69 P.R.C. SW / 'G2'0+00= -M-16+02.73 P.T. = '0R99W 49+452fPa- 'G' 10+00 = FI'OR99�W-49+53.70 -nm o r N6427'04"E mm 7E-+ o � N 12 <V *00 + / 'C3' y+5738 P.T. {\/ 'M2'6+07.41 P.T. _ 'C3'8+94.22 FC. -tr.i'ann+ln= �. NORTN SCALEFEET 50 25 0 50 'M' Line 100 Radius Curve No. Delta Radius Tangent Length 1 12°34'14" 349.00' 38.44' 76.57' 2 24°5121" 418.81' 92.29' 181.69' 3 136 2629" 110.01' 275.33' 261.97' M1' Line Curve No. Delta Radius Tangent Length 4 25°1045" 210.00' 46.90' 92.29' 5 10°45'51" 356.00' 33.54' 66.88' 6 53°38'16" 72.94' 36.87' 68.28' 7 42°0921" 63.00' 24.28' 46.35' 8 104°06'51" 20.00' 25.65' 36.34' 'M2' Line Curve No. Delta Radius Tangent Length 9 94°32'01" 30.00 32.47' 49.50' 10 34°0324" 37763' 115.66' 224.46' 11 95°06'14" 139.00' 151.97' 230.72' 12 72°2248" 50.00' 36.58' 63.16' 'EPS' Line Curve No. Delta Radius Tangent Length 13 2°19'15" 5714.15' 115.74' 231.46' 14 0°3846" 5792.25' 32.66' 65.31' 15 1124'16" 303.33' 38.29' 60.38' 16 10°2936" 306.00' 28.10' 56.04' 'OR99W Line Curve No. I Delta I Radius I Tangent I Length 17 1 13°1238" 5729.58' 663.36' 1 1320.83' 'EPN' Line Curve No. Delta I Radius I Tangent Length 18 1 °02'30" 5766.91' 13.89' 27.7U7' 190°16'33" 3°04'36" 5777.91' 115.16' 310.25' 'FCN' Line Curve No. Delta Radius Tangent Length 20 1 °02'30" 5775.91' 52.51' 105.02' 21 0°29'19" 10096.43' 43.04' 86.08' 22 39°2539" 25.00 8.96' 17.20' 23 74°15'36" 52.00' 39.37' 67.40' Jl rr 11+00 o r � r 'C6'11+5 7 N �4r o 10 'C6' 11+92.'. Dry O' O' x x0 .M m 12+00 00 0°j ^�ryv 'C6' 12+30. t� Zm yOti m 14 'C6'12+6 12 Match -Et b 0 0 0 0 1 (OR99W) / S03°27'07"E o N53°l I 1 NORTy I I SCALE FEET 90 75 50 1 0 I I I � I I � I II pS09°0931 "E i I I M 11 R99W 60+28.7 = T. --y--� 0 0 3�N64°2T0E N70°0942"E N642704"E 9P•C•C ' + o 16+00 Z y h J 'C2' 11+01.65 P.l. v - Ory a N70°0942"E r 'Hall' Line 'C3'15+50.61 P.T. = v N N64°27'04"E / 'C5' 11+2119 m /1 'C2' 10+30.98 P.T. _ URVE NO DELTA RADIUS TANGEN LENGTH N53°0828"E ` 'OR 99W`56+54.64, 52.32'Rt. 1 5°26'18" 637.00' 30.25' 60.46' \ S03°24'00"E m ro• r •Cm r/ \ 'C7'10+01. 19 P.C. _ 'C3' Line CS' 2 lZx p p V� XO C'HALL' 101+01.19, 28.00' Lt. URVENO DELTA I RADIUS TANGENJ LENGTH 2 81°2836" 1 50.00' 43.06' 1 1.10' x00 r 3 31°1140" 1 149.50' 1 41.73' 1 81.39 C4'Ltne �373110.)SpR.c 1 6 C>>zxy¢ CURVE NO I 1 NOT REVISED AS CONSTRUCTED LENGTH I I I I DECEMBER, 2011 195.00' 24.73' 48.50' 5 _- -W C -ENT -ER -ST-.- - - 195.00' 24.73' S1 � 6 5°26'18" 1 28.21' 56.38' 7 67°1857" 50.00' I I 58.74' LENGTH 1 ' S02°5241 00 , 8 G 40.43' 80.75' 'OR99W 6+12.23= 1 .7� 'HALL' 10 +23.12 D C) 9 1 r 7 1 'C4'13+4; = m 73.01' � CID N N W N o 0 0 y y 'OR99W Line R99W'Line N64°27'04"E PACIFIC 'C3' 11+22.50 P.I. 'C3'13+97.84 P.C. O T-_ _.-1\3E -- ----N642047' --- + o > 'C3' Llnej V1 + + + + Jl rr 11+00 o r � r 'C6'11+5 7 N �4r o 10 'C6' 11+92.'. Dry O' O' x x0 .M m 12+00 00 0°j ^�ryv 'C6' 12+30. t� Zm yOti m 14 'C6'12+6 12 Match -Et b 0 0 0 0 1 (OR99W) / S03°27'07"E o N53°l I 1 NORTy I I SCALE FEET 90 75 50 1 0 I I I � I I � I II pS09°0931 "E i I I M 11 R99W 60+28.7 = T. --y--� 0 0 3�N64°2T0E N70°0942"E N642704"E 9P•C•C ' + o 16+00 Z y h J 'C2' 11+01.65 P.l. v - Ory a N70°0942"E r 'Hall' Line 'C3'15+50.61 P.T. = v N N64°27'04"E / 'C5' 11+2119 m /1 'C2' 10+30.98 P.T. _ URVE NO DELTA RADIUS TANGEN LENGTH N53°0828"E ` 'OR 99W`56+54.64, 52.32'Rt. 1 5°26'18" 637.00' 30.25' 60.46' \ S03°24'00"E m ro• r •Cm r/ \ 'C7'10+01. 19 P.C. _ 'C3' Line CS' 2 lZx p p V� XO C'HALL' 101+01.19, 28.00' Lt. URVENO DELTA I RADIUS TANGENJ LENGTH 2 81°2836" 1 50.00' 43.06' 1 1.10' x00 r 3 31°1140" 1 149.50' 1 41.73' 1 81.39 C4'Ltne �373110.)SpR.c 1 6 C>>zxy¢ CURVE NO DELTA RADIUS TANGEN LENGTH 4 14°15'00" 195.00' 24.73' 48.50' 5 14°1600" 195.00' 24.73' 48.50' 6 5°26'18" 594.00' 28.21' 56.38' 7 67°1857" 50.00' 33.29' 58.74' URVE NO DELTA RADIUS TANGEN LENGTH r CS 150.00' 1723' 34.30' 11 l'�a7chFpG 60.00' 19.74' 38.13' 12 57°50'03" 30.00' 'C5' Line 30,28' C1 'C2' t S01'56 '08"E URVE NO DELTA RADIUS TANGEN LENGTH 'C4' 00 , 8 7°0429" 654.00' 40.43' 80.75' C6' 'CP, 9 1 6°54'12" 1 606.00' 1 36.55' 73.01' 'C6' Line URVE NO DELTA RADIUS TANGEN LENGTH 10 13°06'09" 150.00' 1723' 34.30' 11 36°24'52" 60.00' 19.74' 38.13' 12 57°50'03" 30.00' 16.57' 30,28' 3x0 23 p7 r x / /roo 113x00 SOI°56'08"E I 9' r - 07, ALI �• y S03°24'00"E % / \\ 'OR C I 'Hall 9 C1 'C2' t S01'56 '08"E C/ \ 'C3' 'C4' 00 , 'C5' C6' 'CP, 'GP' O A V 'GP10+00.00 - - 00 0 0 0 '_ine � N64°2704"E > 0 'Cl; Line N64°27'04"E- A �'� 1 z0 iit C� I O V '1. V 1 +� �; N W S,I I � 1 1 I � I GNMENTLEGEND 99W'= Pacific Hwy West (OR99W) construction centerline '= SW Hall Blvd. construction centerline = OR99W south curb alignment, east of Garden Pl. = OR99W south curb alignment, Hall Blvd. to Garden Pl. = OR99W south curb alignment, Main St. to Hall Blvd. =Hall Blvd. west curb alignment, north of OR99W = Hall Blvd, west curb alignment, south of OR99W = Hall Blvd. east curb alignment, north of OR99W = Hall Blvd. east curb alignment, south of OR99W = SW Garden Pl. construction centerline r/ 48570PE \f IRIGINAL SIGNED B' 2 ' 11, 20�ry ,� ? �FTH S . R� EXPIRES: 12 31Z2012 COUNTY PROJ#2 CITYPROJ# 0 uNiY 2 4� srn, SHEET NO. 54 OF 179 SHEET TITLE 4857OPE CHKO KSR 102/10 U W V�TH S �F EXPIRES: 12/31/2012 O CO COUNTYPROJ#25230 i.1.1 + O .. Const. drainage curb CITY PROJ# 0567 ZH Z (See drg. no. RD701) q Q U) Const. retaining wall o O (For details, see wall shts.) s>M1, O 'Const. CL' Sta. 91+93.88 to Sta. 95+53.79 J Remove existing guardrail - 397' K Q 00 Const. guardrail -�,t t/ 1351.0' (Type 2A) Q Const. guardrail terminal, non -flared (Test level 2) w �+ V Flare rate= 0, W= 1, E=0 (See drg. no. RD400, RD405, RD415, RD420) 3 O4 'Const. CL' Sta. 92+44.41 to Sta. 97+58.82 y o Remove existing guardrail - 487' SHEET NO. Const. guardrail - 487.5' (Type 2A) 179 DRAW NG OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT, THOSE RELYING ON THIS RECORD Const. guardrail terminal, non -flared (Test level 2) TITLE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. Flare rate =0,W=0,E=0 i goo (See drg. no. RD400, RD405, RD415, RD420) o O5 Const. sheet pile wall z (For details, see wall shts.) a N� O6 Inst. CL -4R fence (See drg. no. RD815) CHKO KSR 102/10 U W fq H %n Z ti i W O CO F 0= i.1.1 + O .. 6 NK a ZH Z a e Q U) c O � O f N '+0 J K Q 00 REVISED AS CONSTRUCTED Q w �+ V DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND N WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE NS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD SHEET NO. 55 OF 179 DRAW NG OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT, THOSE RELYING ON THIS RECORD SHEET TITLE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 3 CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 3A NOTE: 1) All dimensions are shown in feet unless otherwise noted. SCALE FEET 20 10 0 20 40 1WRry RESIDENTIAL RESIDENTIAL \ RESIDENTIAL RESIDENTIAL \ 9045 SW CENTER ST 9025 SW CENTER ST 9125 SW CENTER ST 9065 SW CENTER ST 2S102AA02000 2S102AA02001 2S102AA02200 25102AA0210D Coa Y, CRAIG L AND, JUNE E JDA INVESTMENT LLC INGRID MEYER SOUAWFlSH DEVELDPMENT LLC _ _ - - e Extg. R/W b - -s 's a SW CENTER�T \ wb� c ----------- ----------- ------ - -e ----- Pcss9 0 �; q�w� 2 6 3 Wall "A" b ".. StF' a• 91+93.88 b b E 9° rN,>,ssy Begin taper _—Ta ReD:1 N y PACIFIC HWY WEST (11R99W) \ L—CONST. CL' Line =m �IM M= (n m y � y Taper 40:1 = w D cn 0 b b t Sta.92+44 4 1 e AF, Begin taper s Exlg. R/Wb ,01 I . I 12185 SW MAIN ST \ 2S102AAG53OG - \ 12175 MAIN LLC ,Tri �s H LEGEND Cut line D — Fill line F EXPIRES: 12/31 /2012 NOT REVISED AS CONSTRUCTED DECEMBER, 2011 11 "EPN" & "EPS" LINE PROFILE - PACIFIC HWY WEST (OR99W) r°j_ 4857OPE ORIGINAL SIGNED BY 204 de @ vemen 204 'EPN' = Edge of pavement north side �� v9 Pacific Hwy. West 7 15, 2° tiFTN U W m W 0 30 ,�ProfrlgradeMedgefpaveentIne 202 202 'EPS' = Edge of pavement south side S Pacific Hwy. West EXPIRES. 12/31/2012 COUNTY PROJ # 2523 200 200 Exfg. g ound e ge of p vemen CITY PROJ# 0567 0.44"Extg. 198 198 4 w � 1) 0 ,; se 196 196 Cu.ds.Stge ItEmb431 194 194 z �o �< 91+00 92+00 93+00 OR99 W - LEFT EDGE OF PAVEMENT PROFILE - "EPN" LINE Qoo �o- o�U 4z 200 200 - o aBY M. DATE DRWN JJG 1110 198 198DSGN JQ/J 1110 CHKD KSR 1110 196 196 r NLo 194 194 + 0 o amia 192 192 aILL. 0w Om 190 190 ¢ d Lo 1o°owNOT REVISED AS CONSTRUCTED 91+00 92+00 93+00DECEMBER, 2011 SHEET No. 57 OF 179 099W - RIGHT EDGE OF PAVEMENT PROFILE - "EPS" LINE SHE3B r°j_ � �, M Profile gr � rn edge of p PS"lin de @ vemen U W m W 0 30 ,�ProfrlgradeMedgefpaveentIne Exfg. g ound e ge of p vemen 0.44"Extg. groundedgofpaventExc.6 1) Cu.ds.Stge ItEmb431 CYds.ge r°j_ � �, M Profile gr � rn edge of p PS"lin de @ vemen U W m W 0 30 Exfg. g ound e ge of p vemen Exc. 28 Cu Yds. (Stage 1) E . 0 Cu. Yds. 4857OPE CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 4A VIIIN11111L VIMI�LYYI O1 ��2 Const. std. conc. curb 12 Sta. 'Const. CL' 94+39, 27.46' Rt. vgti 5, Zoo �5� N F. (See drg. no. RD700) CURB Remove exig. inlet FTH S . O2 Const. appr. I RADIUS I Const. shallow manhole Top cover elev. - 196.$,78 EXPIRES: 12 1/2012 (See drg. no. RD715) 97+00.00 I.E. in (S) - 193.P,42 12" 197.93 10.00' 85°42'18" 14.96' Extg. I.E. in (E) - 194.54 6" COUNTY PROJ # 2523 O3 Const. retaining wall © Extg. I.E. in (E) - Verify 12" CITY PROJ # 0567 49.19' LT (For details, see wall shts.) 8.00' Extg. I.E. out (W) - 193.44 12" 14.08' O4 Const. traffic separator, type B 314A 97+55.65 49.27LT 197.96 (See drg, no. RD342) OJNTr o v 9 Const. 12" drain openings 13 Sta. 'Const. CL' 97+57, 44.36' Rt. i o (See drg. no. RD706) Const. type G-2 inlet (No sump) SF^ OConst. drainage curb Top grate elev. at fl. - 196.e#,60 Inst. 12" D. /. stm. - 20' (See drg. no. RD701) pipe I.E. out (SW) - 194.80 12" O Const. guardrail type 2A14 Sta. 'Const. CL' 97+17, 44.36' Rt. Const. guardrail terminal, non -flared Const. type G-2 inlet (No sump) (See sht. 3, notes 3 and 4) Top grate elev. at fl. - 196.#Z, 54 Inst. 12" D. I. stm. pipe - 20' y o O7 Const. conc. sidewalk ramp I.E. out (NE) - 194.64 12" (See drg. no. RD755 & RD757) w 15 Sta. 'Const. CL' 97+37, 44.36' Rt. d O8 Remove island Const. type G-2 inlet (No sump) 'Const. Top grate elev. at fi. - 196.,51, o U O Sta. CL' 94+65, 33.07' Rt. Inst. 12" D.I. stm. pipe - 14' > Const. type G-2 inlet I.E. in (NE) - 194.56 12" m z Z Top grate elev. at f 1. - 196.,fh 61 I.E. in (SW) - 194.60 12" a N _ ° Inst. 12" D. 1. stm. pipe - 20' I.E. out (NW) - 194.49 12" a I.E. out (W) - 193.79 12" Pipe slope - fj!h%fX 0.86% °a z (See drg. no. RD364) 16 Sta. 'Const. CL' 97+35, 30.23' Rt. 'Const. BY DATE 10 Sta. CL' 94+25, 32.06' Rt. Remove extg. inlet DRWNCMP 0211 o Const. type G-2 inlet (No sump) Const. shallow manhole DSGN JMQ o2no Top grate elev. at fl. - 196.60,62 Top cover elev. - 197.yfl 18 CHKD KSR 02/10 Inst. 12" D.I. stm. pipe - 20' I.E. in (S) - 194.#148 12" W I.E. out (NE) - 193.78 12" Extg. I.E. in (E) - 194.73 6" �+ Extg. I.E. out (W) - 194.41 12" MIS 11 Sta. 'Const. CL' 94+45, 32.56' Rt. 0 y W I+ Const. type G-2 inlet (No sump) 17 Sta. 'Const. CL' 96+24, 43.83' Lt. o z Lu Top grate elev. at fl. - 196;x;47 Const. type G-2 inlet (No sump) a O Inst. 12" D. 1. stm. pipe - 8' Top grate elev. at fl. - 197.00 N a Z I.E. in (NE) - 193.65 12" Inst. 12" stm. pipe - 80' z oo I.E. in (SW) - 193.69 12" z P: O I.E. out (NW) - 193.57 3 _ ~o Pipe slope - 41 rt. 1.88% LO @ m F- + o U) M REVISED AS CONSTRUCTED z y Q DECEMBER, 2011 V N THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIRC CANNOT ASSURE ITS ACCURACY, NEE", No. AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 58 Or 179 INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON -11 RECORD SHEET TITLE DOCUMENT ARE ADNSED TO OBTAIN INDEPENDENT VERIFICATION. 4 18 Sta. 'Const. CL' 95+44, 41.82' Lt. CURB RETURN TABLE Top grate elev. at fl. - 197.88 CURB CURB POINT I C.L. STA. C.L. OFFSET T.O.C. ELEU. I RADIUS I DELTA I LENGTH O PC 97+00.00 46.33' LT 197.93 10.00' 85°42'18" 14.96' 1144 97+03.47 47.02'LT 197.92 1124 97+06.60 49.00'LT 197.83 3/44 97+08.80 52.00'LT 197.70 PT 97+09,75 55.59'LT 197.53 © P/01 PT 97+59.13 49.19' LT W/O 198.11 8.00' 100°4825" 14.08' 114 A 97+50.39 53.57' LT 197.74 112A 97+52.54 50.83'LT 197.87 314A 97+55.65 49.27LT 197.96 PC 97+49.60 56.47' LT ani%). 197.57 18 Sta. 'Const. CL' 95+44, 41.82' Lt. Const. type G-2 inlet (No sump) Top grate elev. at fl. - 197.88 Inst. 12" stm. pipe - 19' Pipe slope - 1.00% 19 Const. riprap basin (For details, see sht. 2B-13) 20 Inst. CL -4R Fence (See drg. no. RD815) Wall 'A"" P"'4 0 19 \ o� SCALE FEET 20 10 0 20 40 NORTH istructed Ditch and to Roadway ditch. COMMERCIAL 11965 SW GREENBURG RD 25102AA0110D TIOARD,AUWSTO PARD FIL o IT0 r—Fxta. RW Const. 12"-19' 1— F� — DTaper 40:1 _— 12"-80' -- GryoFy n CA —i Sta. 95+54.85 17 'OR99W Line = m rn 2 'OR99 W' 44+02.24 = Cl)16 Begin std. curb 4 z M t— CONST. CL' 94+14.85 m cmn ", <_'> 12 PACIFIC HWY WEST (OR99W) � 121614 —{ —I °'9 12"-8' 'CONST. CL'Line W D o+ 12"-20' 15 v D cp 12"-20' \ e 12"-20' 1� P• D - ,o• PI z 5 612 -� �h e Extg Rhh' s o vA� pb I� 14 1 15 e, s COMMERCI L 20 ssE BJH _3F 12"-20' 3 12155 Sw AI T ,2 r�xxxxxasw �N-sI� Wall "8" 2St Dzaaos� 102 052 0 P 1AND-C MP N ryD p� a£Y WrP2'YBo � k NOTE: 1) All dimensions are shown in feet unless otherwise noted. 2) Station / offset is to center of structure unless otherwise noted. LEGEND Cut line c — Fill line — F — Asph. cont. pvmL repair (see sht. 2A-11) EXPIRES: 12/31/2012 1 REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IYHPACIRC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING 0R FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. JOSE RELYING ON THIS RECORD DDCUlAENT ARE ADNSED TO OBTAIN INDEPENDENT VERIFICATION, Low Point Sta 14+61. PROFFS "EPN", "FCN" & "EPS", "FCS" LINE PROFILE - PACIFIC HWY WEST (OR99W)AFD ,\01 N eER P t Sta = 4+80 � 4857OPE � m � P I Elev = 96.58 +(6 C, S a. 94+2 Rt. ORIGINAL SIGNED BY 204 80' 80' Sta. 7+17 R . � A.D. = 1 52 204 � 1 3.81 (E) Out 12" w+ N o � � VI Sta = 13+80 Low Dint Ele = 197. 1 194. (E) Ou 12" • uj K= 39.4 ' vqN _m w Profile rade + P 1 Elev = 198.59 Low Dint Sta 14+89.8 Pro le grad @top f curb 2 15 , 202 edge o pavem nt a s A.D. = 1.66 N VI Ste = 14+60 0 "FC "line m 202 FTN S • �� a v> � U • K=4 24 � LL, P IElev=197.61 .30% 0.30% EL S L'1111' _ O � A.D. _ .26 EXPIREStz 12/31/2012 200LL Q-5 SL. 0.50% U 'rn U 200 COUNTY PROJ#2523 12"-2 ' ' 12"'-20 m m CITY PROJ# 0567 .30% -0.6 % .30% E g. gro la ge of p vemen Sta. 7+ EPN' = Edge of pavement north side 198 i Sta. 4+45, R . 198 Pacific Hwy. West °N,r Pro a grad @edg of pav menf � � — — — 'FCN' =Top face of curb north side p 196 Sta. 7+57, R . 193.71 (N) O t 12" "EP "line N °j � i' 194. (W) O t 12" Profile 196 Pacific Hwy. West " seryj (U� Exc. Extg grown @edg of pav ment � Www "FCS" Emb 449 C Yds. (Stage 1) � a Extg. g rd Cc nd top of urb ll 'EPS' = Edge of pavment south side 194 194 Pacific Hwy. West � L. 0.50° Emb 1,624 u. Yds. (Stage 1) 12"'-80' FCS' = Top face of curb south side 192 192 Pacific Hwy. West � 1 3.20 (E) In 12" 1 3.60 (W Out 12" 1 3.00 (N )Out 1 " z3 55 Exc. 55 Cu. Yds. S ace w� o g Q� NOT REVISED AS CONSTRUCTED 94+00 95+00 96+00 97+00 DECEMBER, 2011 0 R OR99W - LEFT EDGE OF PAVEMENT PROFILE - "EPN" & "FCN" LINE J o ? 0 a 3 Nao � s o as a 200 200 BY DATE im DRWN JJG 1/10 DSGN JQ/J 1110 198 198 CHKD KSR 1110 w N " 196 196 z m Li O? U ~ rn 194 194 < a Q z O e U -1 (n as ® O 192 192 z N� - M rade @top of curb S o ne m Q U) 3 ur SHEET NO. 60 Or 179 94+00 95+00 96+00 97+00 98+00 SHEET TITLE OR99W - RIGHT EDGE OF PAVEMENT PROFILE - "EPS" & "FCS" LINE 4B Low Point Sta 14+61. 60' V P t Sta = 4+80 � � m � P I Elev = 96.58 +(6 S a. 94+2 Rt. Sta. 7+17 R . � A.D. = 1 52 � 1 3.81 (E) Out 12" � � 194. (E) Ou 12" • uj K= 39.4 ' _m w Profile rade W U edge o pavem nt a s m a .30% 0.30% -0.30% _ O SL. 0.50% SL. 0.5 % 12"-2 ' ' 12"'-20 E g. gro nd @ e ge of p vemen Sta. 7+ i Sta. 4+45, R . S . 94+6 Rt. \ � � 193.71 (E, W) In 12" 1 3.81 (W Out 12" Sta. 7+57, R . 193.71 (N) O t 12" � i' 194. (W) O t 12" Profile Exc. 131 Cu. Yds. (S age I) � "FCS" Emb 449 C Yds. (Stage 1) ll Emb 1,624 u. Yds. (Stage 1) Low Point Sta 14+61. 60' V P t Sta = 4+80 � � m � P I Elev = 96.58 +(6 S a. 94+2 Rt. Sta. 7+17 R . � A.D. = 1 52 � 1 3.81 (E) Out 12" � � 194. (E) Ou 12" • uj K= 39.4 ' _m w Profile rade W U edge o pavem nt a s m a .30% 0.30% -0.30% _ O SL. 0.50% SL. 0.5 % 12"-2 ' ' 12"'-20 E g. gro nd @ e ge of p vemen Sta. 7+ i Sta. 4+45, R . S . 94+6 Rt. \ � � 193.71 (E, W) In 12" 1 3.81 (W Out 12" Sta. 7+57, R . 193.71 (N) O t 12" � i' 194. (W) O t 12" Profile Exc. 131 Cu. Yds. (S age I) � "FCS" Emb 449 C Yds. (Stage 1) 48570PE �FTH S. EXPIRES: 12/31/2012 COUNTY PROJ#2523 CITY PROD# 0567 DRWNCMP 02/10 DSGN JMQ 02/10 CHKD RSR 02/10 W N O z + � y U) `n W o? ® h a� a z U)N z =e O - �a z F- (If NJ g rcm tY o z o mZ9 wCD ® � t9 (� SNEET N0. 61 Or 179 SHEET TIRE 4 O1 Const. std. conc. curb (See drg. no. RD700) OConst conc. walk (See drg. no. RD720) O3 Const conc. sidewalk ramp - 4 Inst detect warning texture ('Colonial red' color - Armor -tile) (See drg. no. RD755 & RD757) O 10=(C . monolithic walk =and retaining wall. CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 5A 14 Inst. bus shelter - 1 MbYr 4(l i sU! ( or detalis see sht. 28-6) (By others) 15 Inst. illumination pole - 3 (See illumination plans) O5 Const. conc. island, type A non -mountable (For details, see sht. 2B-2 & drg. no.'s RD705 & RD710) 16 Inst. signal pole - 4 (See signal plans) O6 Const conc. stairs 17 Const. traffic separator, type B (For details, see shL 2B-5 drg. & drg. no. RD120) Const. 12" drain openings (See drg. no. RD706) OConst. driveway, option N (See drg. no. RD750) O Sta. 'OR99W 50+28, 55.05' Rt. Const. type CG -3 inlet, option 1 (no sump) Top cover elev. - 201.0, 39 Inst. 12" stm. pipe - 186' I.E. in (NE) - 197.03 12" I.E. out (S) - 196.94 12" (See drg. no.'s RD371 & RD372) O Sta. 'OR99W50+08, 76.10' Rt. Const std. manhole Top cover elev. - 201.(J 22 Inst. 12" stm. pipe - 29' I.E. in (SW) - 195.68 12" I.E. out (NE) - 196.73 12" (See drg. no. RD336) 10 Sta. 'OR99W 49+81.5, 76.8' Rt. Const. type G-1 inlet (no sump) Top grate elev. at f 1. - 198.�,V#32 Inst. 12" stm. pipe - 26' I.E. in (NE) - 194.52 12" I.E. out (SIN) - 194.52 12" (See drg. no. RD364) 11 Sta. 'OR99W' 49+78.4, 81.2' Rt. Remove extg. inlet Extend pipe at extg. slope Connect to new inlet Inst. 12" stm. pipe -"/,$f, 14' Connect to exig. 12" stm. 12 Sta. 'Const. CL' 99+99.5, 47.96' Lt. Const. type CG -3 inlet, option 1 (no sump) Top cover elev. - 200.7%71 Inst. 12" D.1. stm. p' e - 35' I.E. out(W)-04,198.18 Pipe slope-Y,,PJ,dp42.43 13 Sta. 'Const. CL' 99+65, 48.0 40' Lt. Remove extg. inlet Const. shallow manhole Top cover elev. - 199.#,$ 63 I.E. in (E) - 197.W33 12" Extg. I.E. out (W) - /1400/197.28 12" (See drg. no. RD342) 18 Remove extg. asph. walk 19 Adjust manhole - 1 32 Adjust tele. manhole (by others) - 1 CURB (See drg. no. RD360) 20 Const. vegetated planter 34 (For details, see planting shts.) 21 Relocate fire hydrant (By others) 22 Adjust water valve box - 5 23 Adjust water meter box 24 Relocate water meter box 39°2539" (See waterline shts.) 25 Adjust gas valve box (By others) 26 Remove yard light pole - 1 27 Adjust utility vault (By others) 28 Remove signal pole & equipment - 5 198.18 (See traffic signal shts.) 29 Relocate utility pole - 2 1144 98+74,69 67.40'LT 198.11 (By others) 30 Sta. 'Const. CL' 99+19.4, 43.95' Lt. © Remove extg. inlet 99+45.04 Inst. 12"D. i. stm. pipe- rl, 9' 199.27 Extend pipe at extg. slope 24°19'55" Connect to new manhole 31 Const. special inlet/outlet - 6 (For details, see shL RS -4) 32 Const. bus pull-out CURB (For details, see sht. 2B-6) 33 Const, waterline (See waterline shts.) 34 Sta. 'Const. CL' 98+01, 62' Lt. DELTA Remove extg. inlet O Connect exig. stm. pipes at extg. slope 35 Sta. 'Const. CL' 99+, 15, 43.'rf'l09' Lt. CURB RETURN TABLE Top' cover elev. - 198.84 9i�7rJ W/*M`#` `1/`P/W/ CURB CURB POINT I C.L. STA. C.L. OFFSET T.O.C. ELEV. I RADIUS DELTA LENGTH O PC 98+46.45 51.27' LT 198.0, .38 25.00' 39°2539" 17.20' 1144 98+50.73 51.30'LT 198.0,, .36 1124 98+54.95 5ZOPLT 198.V,, .34 3144 98+58.98 53.55'LT 198.0,, .32 PCC 98+62.69 55.70' LT 198.x,' .30 © PCC 98+62.69 55.70' LT 198.18 52.00' 74°15'36" 67.40 1144 98+74,69 67.40'LT 198.11 1124 98+82.34 82.32'LT 198.05 3144 98+84.85 98.91'LT 197.98 PT 98+81.95 115.43' LT 197.V,, .91 © PC 99+45.04 101.36' LT 199.27 120.00' 24°19'55" 50.96 1144 99+50.01 89.64'LT 199.50 1124 99+56.19 78.50'LT 199.73 3144 99+63.52 68.09'LT 199.96 PCC 99+71.90 58.51'LT 200.19 O PCC 99+71.90 58.51'LT 200.19 40.00' 47"05'48" 32.88' 1144 99+78.20 53.25'LT 200.34 1124 99+85.44 49.38' LT 200.48 3144 99+93.31 4708'LT 200.63 PT 100+01.49 46.43' LT 200.79 ® PC 99+03.92 46.00' RT 198.78 20.00' 104"0651" 36.34' 1144 99+12.70 48.03' RT 198.63 1124 99+19.69 53.70'RT 198.40 3144 99+23.49 61.87'RT 198.07 PCC 99+33.32 70.88' RT 197.67 ® PCC 99+92.13 82.03' RT 198.18 50.00' 722248" 63.16' 114 d 99+98.91 67.84' RT 199.08 112A 100+09.75 56.46'RT 199.98 3144 50+09.96 56.02' RT 200.87 PT 50+25.49 53.55' RT 201.38 35 Sta. 'Const. CL' 99+, 15, 43.'rf'l09' Lt. Const. shallow manhole Top' cover elev. - 198.84 9i�7rJ W/*M`#` `1/`P/W/ Install 12" stm. pipe - 54' I.E. in (E) - 195.73 12" I.E. out (W) - 195.48 12" 36 Inst. 2 rail handrail (See drg. no. RD770 & RD771) 37 Remove light pole - 1 REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WE IDC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. ci 00 6 O ® SCALE FEET 20 10 0 20 40 NORtN y CC n o Ch E Z see A. S�r — pp U'• t BANK OF AMERICA COSMEPC & DENPSTRY 7 O 11995-11999 SW PACIFIC HWY 151350005106 emp. 0 Q CCC PROPERTY MANAGEMENT LLC BY CHERI LEHIN Const. P Wall "E" M N 1k� 23 FILE No. 7 Esmt. cD\ - o 3x5' Tree well - 2 �.,. t fr � o / Wall „G„ Matchexisting 1t/vv a'36 oe fxtg. 14 2 1 3 \ ug ail, 29 28R i°'D r• _-----------,� U5 OR99W'Line —� tlj (� 34 32 17 16 28 35 0 1�`,r te'?S8e 13 S " 22 21 (� ® 'CONST. CL' ginezt Ztl1 V 9' 'CONST. CUT00+00.00 12"-35, /- "G" Line ;OR99W456 '- Rt. LEGEND Asph. cone, pvmt. repair PACIFIC HWY WEST (OR99W) 27\ (see sht. 2A -11)28259s zs 8 24 "C3"L' _ 4 z. '1 C° m Surfacing removal shown thus: V r /"'M"Line - Remove exig, inlet shown thus: ®7os i v= r ♦ z" -2s' F Remove extg, pipe shown thus: O Ext8. RlW O ' "M1 t "Lie a ® Adjust extg. manhole shown thus: 16 1 "29'I 1 18 12"-186' v 3 f,og Temp. Prop. illumination Np 16 9' ° '"c> / �,( / �'q>F '� ' Const. Esmt. Cut line "J °Y �0 20 � � �� / / � m� °F �F>„ � Fill line NOTE. 1) All dimensions are shown in feet unless otherwise noted. 2) Station/offset is to center of structure unless otherwise noted. 15 11 10 e .9x o �'�j. ° CO CPjr / I. r vncANr S® / Z 12000 SW MAIN ST 25102AA00905 1 HAAGEN, GARY L CANDACE, TRUSTEE FILE No 6 p •,,'/ 37 Perm. Slope Esmt I 29 15 "M2" Line REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPEC110N STAFF, WHILE THIS INFORMATION IS BEMEVED TO BE RELIABLE, WHPACIHC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICAPON. "FCN, "FCS" & "C3" LINE PROFILE - PACIFIC HWY grade WEST (OR99W)PRO �D F-s��o� "FCS" line n � 48570PE 9 VI Sta 9+¢8 top of urb Extg. g ound ORIGINAL SIGNED BY Lie = l e 216l5 II _ .28 V w °j II 216 K=4. 8 � m o� Profile grade top of "FCN' urb 2ooti ��7 �FTH R� 204 � a line - w 204 m o W 0 O 1.04% S 214 EXPIRES: 12/31/2012 W N W �� M u M + C-\1 � 214 U Extg. round 202 Cu. Y . (Stag tl) Exc. 187 Cu Yds. (Stage 1) 202 212 (Stag ll) Cn W • � U COUNTYPROJ#2523 212 CITY PROJ # 0567 o Z —I W Emb. 35 Cu Yds. (tage 1) y. U cn n� o� . L. 1.00° ~ Q Co 200 L. 4.00° �'- Urn+° 6' 200 210 210 0 0°"`" u S . 50+28 Rt. SL. .47% 1 7.32 (N In 12" Ca 1P _g 1 198 0.30% "0.46%Urn 198 208 1 6.83 (N In 12" 208 1 5.70 (S )Out 12' -0.46° 1 4.34 (N ) In 12 194. 6 (NE) l 12" 1 4.34 (S Out 1 "Extg. 194. 6 (SW) Out 12" Exc 249 Cu.C Yds. (Stage I) 196 84.60' Emb. 0 Cu. 196 206 206 194 Extg. g ound top of curb Ca 194 204204 0 Exc. 192 192 202 202 w 200 z� 200 m o 98+00 99+00 100+00 OR99W - LEFT TOP OF CURB PROFILE - "FCN" LINE = o 198 198 0 o 3 a n o d 196 196 o a d 204 204 a BY DATE 194 194 DRWN 202 202CHKD DSCN *KSR1 192 192 N LO o 200 200 = y M + 3 w 3 65 Lo 190 190 N h F 198 198 3 LL O a O O 188 188 y 2 196 196 a a coo CD g z + t 49+00 m 50+00 51+00 194 194 OR99W - RIGHT TOP OF CURB PROFILE - "C3" LINE J h Q Q F- h _U) C01 my w W z 192 192 FCN' FCS' =Top face = Top face of curb of curb north south side Pacific Hwy. West side Pacific Hwy. West m E: M r, O tY y O 'C3'= OR99W south curb alignment, Main St. to Hall Blvd. NOT REVISED AS CONSTRUCTED DECEMBER. SHEET NO, 2011 63 OF 179 98+00 99+00 100+00 OR99W - RIGHT TOP OF CURB PROFILE - "FCS" LINE SHEET TITLE 5B Profile grade top of urb "FCS" line n � N � N o VI Sta 9+¢8 top of urb Extg. g ound cur Lie = l e `n II II _ .28 V w °j II K=4. 8 � m o� + a � a m > - w m o W 0 O 1.04% W N W a � + C-\1 � U Extg. round 31 Cu. Y . (Stag tl) Exc. 187 Cu Yds. (Stage 1) (Stag ll) Cn W Profile grade top of urb "FCS" line n � N � N o VI Sta 9+¢8 top of urb Extg. g ound cur Lie = l e `n II II _ .28 V w °j II K=4. 8 � m o� + a � a m > - w m o W 0 O 1.04% W N W a � + C-\1 � U Extg. round top of urb Exc. 187 Cu Yds. (Stage 1) 1 67 /o Cn W • � U o Z —I W Emb. 35 Cu Yds. (tage 1) Profile rade VI Sta 9+¢8 top of urb Extg. g ound cur Lie = l e .D. _ .28 II K=4. 8 � o� + a cti m > m o til O W N W a � + C-\1 � U +m N 1 67 /o Cn W • � U o Z —I W y. U cn L. 1.00° ~ Q 12"-29' ° L. 4.00° 6' 12"-26' S . 50+28 Rt. SL. .47% 1 7.32 (N In 12" 1P _g 1 7.12 (S )Out 12' 1 6.83 (N In 12" 1 5.70 (S )Out 12' 1 4.34 (N ) In 12 194. 6 (NE) l 12" 1 4.34 (S Out 1 "Extg. 194. 6 (SW) Out 12" Exc 249 Cu.C Yds. (Stage I) Emb. 0 Cu. ds. �D PR FD �GN F 4857OPE N 15, 71�0�� tiFTHvgS EXPIRES: 12/31 /2012 PROJ It DRWNCMP 02/10 DSGN JMQ 02/10 CHKD KSR 02/10 w fq CD N w+ 0 ? U ~ l(% yz a Z h 0, o 0 F O ® p m O = o CO Lo ZN o¢U) U C7 N ""77-- 64 HEEP H0.64 OF 179 SHEET TITLE 6 OConst. std. conc. curb Station (See drg. no. RD700) OConst. conc. walk Finished •Length Surface (See drg. no. RD720) OConst. driveway, option N 14 (See drg. no. RD750) OConst. conc. walk conn. fd,4�SF+/- (For details, see sht. 2B-5) O5 Sta. 'OR99W 52+14, 61.05' Rt. Const. type CG -3 inlet, option 1 (No sump) Top cover elev - 204.22 Inst. 12" stm. pipe - 178' (See drg. no.'s RD371 & RD.372) O6 Sta. 'OR99W' 53+92, 55.05' Rt. Const. type CG -3 inlet, option 1 (No sump) Top cover elev - 205.74 O7 Sta. 'OR99W' 54+33, 68.59' Rt. Const. type II area drain Top grate elev - 205.50 Inst. 12" stm. pipe - 43' I.E. out (S W) - 202.22 Pipe slope - 1.00% (See CWS drg. no.'s 320 & 380) O8 Adjust manhole (See drg no. RD360) O9 Relocate utility pole - 2 (By others) 10 Remove fire hydrant REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF"' RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAYHAVE BEEN INCORPORATED INTO IT AS A RESULT. 'HOSE RELYING ON THIS RECORD DOCUMENT ARE ADYISEU TO OBTAIN INDEPENDENT VERIFICATION. CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 6A 11 Remove water meter - 3 Station (See waterline plans) 12 Relocate private sign - 3 Finished •Length Surface (By others) 13 Remove irrigation system 14 Remove block wall to RAN 15 Const. bus pull-out fd,4�SF+/- (For details, see shL 2B-6) 16 Inst. bus shelter- 1 (For details, see sht. 2B-6) (By others) % 18 Sawcut ex(g. sidewalk along face of building extension 19 Const. waterline (See waterline shts.) DRIVEWAY TABLE Alignment Station Appr. Type �Conc. Dwy Appr. Area Throat Extg. Width Surface Finished •Length Surface Estimated Paved Area 'OR99W'Line 51+)MRt. Reinf.cunc. %ft, SF }, A.C. A.C. 14'+1- fd,4�SF+/- ' vao vv Length Measured From Back of Sidewalk ' - Indicates No Work 04Z N�RTN SCALE FEET 20 10 0 20 40 '-g ,� co W ' N w , + D O o CINEMA o New Driveway Access r ttsss sw PACIFIC HWY ncFR PUL, Constructed Following 11993 SW PACIFIC HWY 11981 SW PACIFIC HWY 1 151350002700 11945 SW PP,C U"S, 10' 151350005102 iS1350005000 ' ' CINEMA, LLC 1S13s p033011 ` Roadway Construction. GUDSiONE, HEIENE D PACIFIC HWY HOLDING CO. 1 FILE N0. 5 �d OP6 \\\\� (See New Detail, Snt. 2e-14) FILE ND. 2 FILE N0, 3 EXPIRES: 12/31 /2012 $� Extg. RAW �_ / I0 _ i m = 'OR s 'Line PACIFIC HWY WEST (OR99W) n n1 r = Ri rsny Iw: r m yrs�% z co ImT� y y 3x5' Tree well - 4 c m Ut 12 10 12 8 1 C3' Line 19 2 11 13 9 8 n y p�� _ — — � is - _ T - 12'-43' R/W AiD 12"-178'� 111 40' n/c — 16 15 18/ � i + Temp. Const. Esmf. I t d g 7:.e� 11 4 11 Ao 3 —-- y9 MIXERS BAR s GRILL '°� \ COMPUTER STORE / 71920 SW PACIFIC HWf 11940 SW PACIFIC HWY 25102AA00200 KAUFMAN FLYFISHING 'w0 Temp. Cc St. Esmt. zSIOW0060D / FILE N CORP n S P FILE NO CO. FILE N0. 24 11960 SW PACIFIC HWY 1 25102MTER FILE N0. 21 FIAAN ENTERPRISES FILE N0. 25 Sidewalk was Reconnected by Property Owner's Contractor LEGEND Asph. cont. pvmt. repair REVISED AS CONSTRUCTED (See Sht. 2A-11) DECEMBER, 2011 NOTE' THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON 1) All dimensions are shown in feet Adjust ex(g. manhole shown thus: INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTON STAFF, WHILE THIS INFORMATION IS unless otherwise noted. BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, Cut line c — AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 2) Station / offset is to center of Fill line F — DOCUMENT ARE INTO IT AS TO RESULT.BTAIN THOSE RELENT NG ON THIS.RECORD structure unless otherwise noted. "C3" LINE PROFILE - PACIFIC HWY WEST (OR99W) NOT REVISED AS CONSTRUCTED ��, PROF�sf�o� DECEMBER, 2011 485 OPE 9 220 20 081GINAL SIGNED BY 21 8 18 2 9N 15, NFTH S �F EXPIRES. 12/31/2012 21 6 16 COUNTY PROJ # 2523 CITY PROJ # 0567 21 4 14 2 0' VC 21 2 H h Poin Elev=205. 83 - 12 `oVHSY o /� 1) �, o + N PVI S a= 13+ 8 21 0 v " + � PVI EI v = 20 22 10 0 o N n II � I� 1 j K 122.87 20 8 I it w N CO m 08 � W LU a a a Extg. round curb 20 6 5> O6 o go �a 204col 04 w Pro "C3' a grad @top )fcurb � I— �o � W line � W foo 202 S. 12 "-4:, 7- 02 z 200 J W SL. 1.00% 00 ¢ o ° � < ta. 53+g Rt N2 01.36 (E In 12" Q Q O 198 198 a a Sta. 52 14, Rt. BY DATE DRWN JJG 1/10 196 199.38 ( E) /n 1 Sta. 54+ 3, Rt. 196 DSGN JQ/J 1/10 CHKD KSR d 1/10 194 194 N �w 3 � 192 192 O N 0 + a; a Q 190 Exc. 58 Cu. Yds. (S age 1) 190 zO J M a a �d F ti p O h Emb 1 Cu. ds. (Stage yNJ CL O 188 188 J + = it o y 186 186 t~n 51+00 52+00 53+00 54+00 55+00 SNEET NO. OR99W - RIGHT TOP OF CURB PROFILE - "C3" line 'C3'= OR99W south curb alignment, Main St. to Hall Blvd. 66 OF 179 SHEET TITLE 6B 1) /2012 OConst. std. conc. curb (See dig. no. RD700) O2 Const. conc. walk (See dig, no. RD720) OConst conc. sidewalk ramp - 6 Inst. detect. warning texture ('Colonial red' color - Armor -tile) (See drg. no. RD755 & RD757) O4 Const. conc. island, type A non -mountable (For details, see slit. 2B-2 and drg. no. RD705 & RD710) OConst. traffic separator, type B Const. 12" drain openings (See drg. no. RD706) OConst. driveway, option N (See drg. no. RD750) O Sta. 'Hall' 99+63, 41.36' Rt. Const. type G-2 inlet (No sump) Top grate elev. at fl. - 205.86 Inst. 12" D.1. stm pipe - 285' Pipe slope (E) - 0.51 (See drg. no. RD364) O Sta. 'OR99W' 56+27, 55.13' Rt. Const. std. manhole Top cover elev. - 205.77 Inst. 12" stm pipe - 40' (See drg. no. RD336) O Sta. 'OR99W' 56+67, 54.02' Rt. Const. type CG -3 inlet option 1 (No sump) Top cover elev. -206.55 Inst. 12" D.I. stm pipe - 150' (See drg. no. RD371 & RD372) 10 Sta. 'Hall' 99+40, 34.00' Lt. Const. shallow manhole Top cover elev. - 206.65 Inst. 12" D.1. stm pipe - 79'(W) Inst. 12" stm. pipe - 76'(N) (See drg. no. RD342) REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTOR STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT APE A. ED TO OBTAIN INDEPENDENT VERIFICATION. CONSTRUCTION NOTES THIS SHEET TO FACE SHE 7A 11 Sta. 'Hall' 99+46.6, 83.87' Lt. Inst. 12" stm. pipe - 50' 4 Const. type G-1 inlet (For profile, see sht. 11C) (See drg. no RD364) 12 Sta. 'OR99 W 58+17, 53.82' Rt. Const. type CG -3 inlet option 1 (No sump) Top cover elev. - 207.73 13 Adjust manhole - 2 Adjust tele. manhole (by others) - 1 (See drg. no. RD360) 14 Relocate utility pole - 5 (By others) 15 Adjust water valve box - 11 16 Relocate fire hydrant (By others) 17 Adjust gas valve box - 9 (By others) 18 Relocate private light pole - 8 (By others) 1 g Remove gas vault (By others) 20 Remove inlet - 6 21 Remove signal pole and equipment - 4 (See signal plans, sht. TS -4) 22 Remove bus shelter (By others) 23 Relocate private sign - 2 (By others) 24 Protect extg. inlet 25 Protect private light pole 26 Sta. V11W-y01#4rlY9'NV (No concrete collar) Const. drain basin - 18" dia. Top grate elev.- j not measured I.E. out (Ej/�0 not measured Inst. 8" D. I. Stm. pipe - 6j 43± Pipe slope -2.00%± (For details, see sht. 2B-13) DRIVEWAY TABLE Alignment Station TPpr. ypa CURB RETURN TABLE CURB I CURB POINT I C.L. STA. C.L. OFFSET T.O.C. ELEV. I RADIUS I DELTA LENGTH Reinf. Conc. PC 56+08.50 83.04' RT 206.16 288 SF+/ - 1144 56+16.06 70.51'RT 206.23 O 1124 56+26.92 60.70'RT 206.31 50.00' 67019'44" 58.76' 3144 56+40.16 54.46'RT 206.38 PT 56+54.64 52.32' RT 46,,6N� 206.45 DRIVEWAY TABLE Alignment Station TPpr. ypa Conc. Dwy Appr. Area Throat E.g. Width Surface Finished *Length Surface Estimated Paved Area 'OR99W Line 58+49 Rt. Reinf. Conc. 1 304 SF 24' A.C. A.C. 12'+1- 288 SF+/ - "Length Measured From Back of Sidewalk - Indicates No Work 27 Inst. signal pole - 4 (See signal plans) 28 Const. water line (see waterline plans) 29 Const. bus pull-out (For details, see sht. 2B-7) 30 Inst. bus shelter- 1 (For details, see sht. 2B-7) (By others) #101011U111004, 32 Sta. 'OR99W 57+73 Lt. to Sta. 'OR99W 58+30 Lt. Remove and replace extg. walk and curb SCALE FEE( 20 10 6 20 40 ORIGII Temp. Const. Esmt. MqT FFsy Conc. Drainage Curb %' 9^ Sidewalk North of Planter was Constructed with New Driveway Access Installed Along Back 12"-265' �a�. "V�S% 7q Thickened Back of Walk Detail and 6"High EXPIR Constructed Following Roadway of Walk Monolithic Curb at Back of Walkup to Dwy. Construction. ncARD PI -AZA w (� r l 12/ j OQ (See New Detail Sht. 2B-14) 11x45 SW PACIFIC Hw; iN 8 5 SW PA MRIOR RC HtYi i S135DW3301 v l l - '6 Sidewalk Constructed 7 6 131350000900 -11 ,NO. 5 uc 23 7 a / q r /. Continuosty to Brick ri co eorrPEs Planter R1W yr r /, P -b(.4 h 2 1 27 3 rlF ft1 =79' Vf2"-7,6'r / 32 C ,m9 f�+,( 1 24 1 'sa p ,aExtg.R/W I � � P�1 / j'r l �/ 16 ` _ 3 �9 2 n 80 n� ,'(e) � J sne�� y3'x5' Tree well - 2 ^ ,, r 12 Yha�o F fro o fs e Cl)n "C4"LINE z1 :e rz�N zo 17 15 /13 ;Pog, "C6 LIN6 pzz O m = 1 / / e OR99W Line ozyg nl/ / 20 15 21 r "HALL/ Lme 00011 %--�L— I Cl) m y m\ shy' a£ 1B ,B' s° 20' PACIFIC HWY. WEST (OR99W) 1'Shy� vmi m 2 1 14 3 128 4 1 13 / 20 21 8 1 i / �� 5 16 ,8 5 18 15 4�g 13 20 ,8 16 205 18 14 � 3 � _ AL, 11 12�4p' .,.I 12"-150' l \ 24' C2' Lin "C3"LlaE/l �FS FSj ; s 1 z zz Rn z3 1z t./ yF .q 12"-191' , 29 lam/ d Fj 7� 3 (14 Y Temp. Const. Esmt. 6 m /xp�Xz 25-s•sn,J ice— —'— o - g y 3 k5' Tree Well - 3 RUES CHEVRO E n a 25801 8004011 NTGARWi �s / ENO:RPRIEE CPA RENAL Widened Tmewell for KNAUSS, WAYNE ET Al- 11860 5W PACIFIC HWY 11900 W CENTER FILE NO. 13 231018800400 11900 EW PACIFIC HWY relocated F.H. RE NO. INDUSTRIAL 23102 DER FILE N0. 12 HOF NR. 2 FILE N0. 2J LEGEND Asph. conc. pvmt. repair (See Sht. 2A-11) Remove extg. inlet shown thus: REVISED AS CONSTRUCTED Remove extg. pipe shown thus: DECEMBER, 2011 NOTE' THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON 1 All dimensions are shown in feet Adjust extg. manhole shown thus: INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND J WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS unless otherwise noted. BELIEVED TO BE RELIABLE, WHPACIRC CANNOT ASSURE ITS ACCURACY, Cut line c - AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 2 Station / offset is to center of FI line r NCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD - DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION, structure unless otherwise noted. s 220 218 216 214 212 210 208 206 204 202 200 198 196 194 192 "C3" & "C2" LINE PROFILE - PACIFIC HWY WEST (OR99M 21 21 PVI II LO o N h �f PVI Elev. + LU LU = M W Extg. round curb = LIJ = 134,0 N N 7T7 zLj�5% cp W rofile g rade @ 'C3" lin op of ci rrb O +C6 o o O LO Ill O t() LTi Exd 582 Cu. Yds. ( tage 1) Emp. 0 Cu. jYds. W N 21 21 55+00 56+00 57+00 'C3'= OR99W south curb alignment, Main OR99W - RIGHT TOP OF CURB PROFILE - "C3" LINE St. to Hall Blvd. 'C2'= OR99W south curb alignment, Hall Blvd. to Garden Pl. 220 218 216 214 212 210 208 206 204 202 200 198 196 194 192 58+00 59+00 OR99W- RIGHT TOP OF CURB PROFILE - "C2" LINE NOT REVISED AS CONSTRUCTED DECEMBER, 2011 PVI ta. = 1,1+86 PVI Elev. = 207.23 M = 134,0 N N cp W c° O +C6 o o O LO Ill O t() LTi + W N P ofile gr de @ top of cu — W = 2" line Z 0. 0% ---(=j uWj:�T r g. grow d @ c b -j -24w .00% 150' Sta. 5 +17, Rt. (SW) 01 ft 127- 203.8 3 St a. 56+67, Rt. .30 (N In 12" c co p ' Line W 7BB (NE E cc. 459 u. Yds. (Stage ) E nb. 12 Cu. Yds. (Stage 55+00 56+00 57+00 'C3'= OR99W south curb alignment, Main OR99W - RIGHT TOP OF CURB PROFILE - "C3" LINE St. to Hall Blvd. 'C2'= OR99W south curb alignment, Hall Blvd. to Garden Pl. 220 218 216 214 212 210 208 206 204 202 200 198 196 194 192 58+00 59+00 OR99W- RIGHT TOP OF CURB PROFILE - "C2" LINE NOT REVISED AS CONSTRUCTED DECEMBER, 2011 NOT REVISED AS CONSTRUCTED DECEMBER, 2011 CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 8A 13 14 15 16 17 18 OConst. std. conc. curb VED BY Throat Width (See drg. no. RD700) Finished *Length Estimated Surface Paved Area OConst. conc. walk CURB RETURN TABLE 30' (See drg. no. RD720) A.C. 5' 1 150 SF+I- OConst, sidewalk ramp - 2 /2012 DELTA Inst. detect. warning texture O PC 59+71.77 52.32'RT ('Colonial red' color - Armor -tile) 25.00' 92°10'52" (See drg. no. RD755 & RD 757) 1/44 59+81.55 54.31'RT 209.86 O4 Const. traffic separator, type B 3144 59+95.13 68.41'RT 208.67 (See drg. no. R0706) © OConst. driveway, option N 82°55'00" 36.18' (See drg. no. RD750) 210.83 O6 Sta. 'OR99W 60+40.2, 58.0' Rt. 3/44 60+53.49 48.97'RT 211.61 Const. type G-1 inlet (No sump) Top grate elev. of fl. - 210.30 Connect to extg. 10" stm. pipe (E) I.E. in (E) - 208.37 I.E. out (S) - 208.27 Inst. 10" D.I. stm. pipe- 10' Pipe slope - 1.00% (See drg. no. RD364 ) O7 Sta. 'OR99W 60+36.5, 67.4' Rt. Const. type G-1 inlet (No sump) over extg. 10" stm. pipe I.E. in (N) - 208.17 Top grate elev. at fl. - 209.92 Og Adjust manhole (By others) Og Relocate utility pole - 2 (By others) 10 Adjust water valve box - 4 11 Relocate water meter (By others) 12 Relocate fire hydrant (By others) NOT REVISED AS CONSTRUCTED DECEMBER, 2011 CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 8A 13 14 15 16 17 18 Adjust gas valve box (By others) Relocate private light pole - 2 (By others) Remove inlet -2 Relocate private sign (By others) Adjust water meter box Protect extg. curb along frontage Appr. Type Conc. Dwy Appr. Area Throat Width Extg. Surface Finished *Length Estimated Surface Paved Area 'OR99W Line 61+68 Rt. I Reinf. Conc. CURB RETURN TABLE 30' A.C. A.C. 5' 1 150 SF+I- CURB CURB POINT I C.L. STA. C.L. OFFSET T.O.C. ELEV. RADIUS DELTA LENGTH O PC 59+71.77 52.32'RT 210.46 25.00' 92°10'52" 40.22' 1/44 59+81.55 54.31'RT 209.86 1124 59+89.78 59.98'RT 209.27 3144 59+95.13 68.41'RT 208.67 PT 59+96.75 78.27' RT 208.07 © PC 60+37.53 69.27' RT 210.44 25.00' 82°55'00" 36.18' 114d 60+40.23 60.69' RT 210.83 112d 60+45.79 53.62'RT 211.22 3/44 60+53.49 48.97'RT 211.61 PT 60+62.34 47.35' RT 212.00 DRIVEWAY TABLE Alignment Station Appr. Type Conc. Dwy Appr. Area Throat Width Extg. Surface Finished *Length Estimated Surface Paved Area 'OR99W Line 61+68 Rt. I Reinf. Conc. 1 165 SF 30' A.C. A.C. 5' 1 150 SF+I- "Length Measured From Back of Sidewalk - indicates No Work i UJ �ORTN SCALEFEET 20 10 20 40 SKIAR HOME FURNISHINGS ALDERWOOD CWS CL FUNERAL HOME 11847 SW PACIFIC HIM I I 11&11 SIN PACIFIC HWY rA 11831 SW PACIFIC HWf UT 15136DD00800 o% 01 151380D00600 �rvament 151350OODSI O I (+D SANDHE CA i F. s �, ALDERWOODS INC. HEAUDENO. 10 INC, fv FILE �x? m _E e•s2 o FILE NO. 9 + I FILE N0. 10 +O cq p hyo IA { >F 2ro fl IT Extg RNV -c ---_-- -�-- svmr --i rTZtefiF"nf) e.vI oq"� �------------sra co n I4ry PACIFIC HWY WEST (OR99W) _ "OR99W" Line I ,' t— � Z— I— L =J C0 _ I _ I — I_T m m v I 3�—s_®®�—_ 0.3'S,hy�., 2y00'1�1F — — 15 2 8 16 I X10 12 9 2 1 10 17 �4 14 5s9 nn �• °j rola u- nrvT ae - _ — — — tz Ya7 �Rm z"nTn) rd ki " <� F FN�yr r4 7 0 R/VV -�-.m sd` �o� 10-10 I; _ \ 1 14 .(, e a�,z,zz 355'Treewe0-2 �o iia -o- °yar. li _ \ R/W a T mp/ ons. Esmt. "C2 "LINE s Temp. Const. Esmt. ""°y s 1 ',e'Ds s, °C1"Line ---E.{Uyy ENTERPRISE GAR RENTAL i o s?oa y> SHELL STATION SW PACIFIC HWY a 11034 SW PACIFIC HWY 2SlOIBB004M INDUSTRIAL FILE NO. 11 ul d7 SHELL 800301 CALWEST ' FILE No. ,z r, 7 G'r Line NOTE: 1) All dimensions are shown in feet unless otherwise noted. 2) Station / offset is to center of structure unless otherwise noted. LEGEND Asph conc. pvmt. repair (See sht. 2A-11) Cut line o — Fill line F — Remove extg. inlet shown thus: Remove extg. pipe shown thus: Adjust extg. manhole shown thus: EXPIRES: 1 REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAW9NG HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 228 226 224 222 220 218 216 214 212 210 208 206 204 202 200 198 196 194 "C2", "C1" & "GP" LINE PROFILE - PACIFIC HWY WEST (OR99W) & SW GARDEN PLACE 58+00 226 224 222 220 218 216 214 212 210 208 206 204 202 200 198 196 10A 48570PE y� ORIGINAL SIGNED RY vqN 4; 15 , tiFTH S. R� EXPIRES: 12 31 2012 222 COUNTY PROD # 252: CITY PROJ # 0567 220 "',4 PVI PVI EI ta. = 10 v. = 219.15 II � A. . = -7.5 = 3.34 5' VC C M �Cn o Otc O + W j LQ w V: M O ISO M � N 11 w W os � N to M c0 rofile g GP" lin ade @ enterlin + M Ex( g. groun @ curb �n o 212 m o Qm i_ Z � 000 + W N O N W W �v ,tFo + y OU 210 moo 208 M 0 0 + N w 206 o� d +I Extg. @cub ground as � BY DATE DRWN JJG 1/10 Profs "C2" a grade line @ top f curb CHKD KSR 1/10 :9 °1 W_ Extg. g ound curb O U M ti M C OcoU + N Exc. 217 Cu. Y s. (Sta a 1) 198 y a -- zo ; ¢ J F U- a 1) Emb. 13 Cu. Ms. (Stag i o m o- o rofile grade @ top of c rb 58+00 226 224 222 220 218 216 214 212 210 208 206 204 202 200 198 196 10A 226 224 222 220 218 216 214 212 210 208 206 204 202 200 198 196 40A 48570PE y� ORIGINAL SIGNED RY vqN 4; 15 , tiFTH S. R� EXPIRES: 12 31 2012 222 COUNTY PROD # 252: CITY PROJ # 0567 220 "',4 PVI PVI EI ta. = 10 v. = 219.15 II � A. . = -7.5 = 3.34 5' VC C M �Cn o Otc O + W j LQ w V: M O ISO M � N 11 w W os � N to rofile g GP" lin ade @ enterlin \ M Ex( g. groun @ curb J 212 m o W 210 moo 208 M 0 0 + N w 206 o� d +I 204 as � BY DATE DRWN JJG 1/10 DSGN "J 1/10 - CHKD KSR 1/10 :9 °1 W_ Extg. g ound curb O U M ti M C OcoU + N 198 y a -- zo ; ¢ J F U- 196 y g w O i o m o- o rofile grade @ top of c rb "C1"lin Exc. 33 Cu. ds. (St ge 1) Emb. 1 Cu. Y s. (Stage 1) 226 224 222 220 218 216 214 212 210 208 206 204 202 200 198 196 40A 59+00 V 61+00 62+00 vT 63+00 vT GARDEN PLACE - CENTERLINE PROFILE - "GP" LINE OR99W - RIGHT TOP OF CURB PROFILE - "C2" LINE OR99W - RIGHT TOP OF CURB PROFILE - "Cl " LINE 'C2' = OR99W south curb alignment, Hall Blvd to Garden PI. ff�ISED AS CONSTRUCTED 'Cl' = OR99W south curb alignment, east of Garden PI. 'GP' = Garden Pl. centerline DECEMBER, 2011 48570PE y� ORIGINAL SIGNED RY vqN 4; 15 , tiFTH S. R� EXPIRES: 12 31 2012 222 COUNTY PROD # 252: CITY PROJ # 0567 220 "',4 PVI PVI EI ta. = 10 v. = 219.15 67 19, A. . = -7.5 = 3.34 5' VC C M �Cn o Otc O + W j LQ O O_p U CO Lu lLj C � M O ISO M � N 11 w W os 216 to rofile g GP" lin ade @ enterlin \ Ex( g. groun @ curb J 212 m o 210 moo 208 z Z 0 0 59+00 V 61+00 62+00 vT 63+00 vT GARDEN PLACE - CENTERLINE PROFILE - "GP" LINE OR99W - RIGHT TOP OF CURB PROFILE - "C2" LINE OR99W - RIGHT TOP OF CURB PROFILE - "Cl " LINE 'C2' = OR99W south curb alignment, Hall Blvd to Garden PI. ff�ISED AS CONSTRUCTED 'Cl' = OR99W south curb alignment, east of Garden PI. 'GP' = Garden Pl. centerline DECEMBER, 2011 48570PE y� ORIGINAL SIGNED RY vqN 4; 15 , tiFTH S. R� EXPIRES: 12 31 2012 222 COUNTY PROD # 252: CITY PROJ # 0567 220 "',4 �J 19, 218 216 214 0 212 m o 210 moo 208 z Z 0 0 w 206 o� d 204 as � BY DATE DRWN JJG 1/10 DSGN "J 1/10 CHKD KSR 1/10 202 w N y �ti 3 M ti 200 OcoU + N 198 y a W Q zo ; ¢ J F U- 196 y g w O o m o- o J h � H' 59+00 V 61+00 62+00 vT 63+00 vT GARDEN PLACE - CENTERLINE PROFILE - "GP" LINE OR99W - RIGHT TOP OF CURB PROFILE - "C2" LINE OR99W - RIGHT TOP OF CURB PROFILE - "Cl " LINE 'C2' = OR99W south curb alignment, Hall Blvd to Garden PI. ff�ISED AS CONSTRUCTED 'Cl' = OR99W south curb alignment, east of Garden PI. 'GP' = Garden Pl. centerline DECEMBER, 2011 O1 Const. std. conc. curb (See drg. no. RD700) OConst. conc. walk (See drg. no. RD720) O3 Const. conc. sidewalk ramp Inst. detect warning texture ('Colonial red' color - Armor -tile) (See drg. no. RD755 & RD757) OConst. conc. walk conn. - 2 Const. conc. stairs - 2 (See drg. no. RD120) (For details, see sht. 2B-5) OConst. driveway, option N (See drg. no. RD750) OConst. retaining wall (For details, see wall shts.) O Ste. "M" 5+11, 30.64' Rt. Const. type CG -3 inlet, option 1 (No sump) Top cover elev. - 186.fV1100 Inst. 12" stm. pipe - 21' I.E. in (NE) - 182.26 12" LE. out (SW) - 182.20 12" (See drg. no.'s RD371 & RD372) ORemove exig. inlet and pipe Cap pipe at extg. T -connection Og Sta. "M" 7+46, 34.02' Lt Const. type CG -3 inlet, option 1 (No sump) Top cover elev. - 192.99 Inst. 10" stm. pipe - 41' I.E. out (S) - Wolofy,190.59 10" Pipe slope-0/.0,Q01d 3.10% 10 Sta. "M" 7+46, 6.88' Rt Const. �fty shallow manhole over extg. 12" stm. pipe. Top cover elev. - 192.y/,97 I.E. in (N) - y$fj.0,189.32 10" I.E. in (S) - W13f2{' 188.77 10" Exfg. I.E, in (NE) - f0f#Xj 188.67 12" Exfg. I.E. out (SW) - f')Wlf,188.58 12" (See drg. no. RD336) REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIHCAHON. CONSTRUCTION NOTES THIS SHEET TO FACE SHT. 9A 11 Sta "M" 5+00 34 00' Rt (Center of structure) Note: Station/ Offset is to center of inlet at face of curb. SPECIAL INLET/ OUTLET DATA TABLE Const. W.Q. stormfrlter vault 28 Sta. "M" 5+09, 26.78' Lt. 29.05' RT Top cover elev. - 185.95 29.07' RT Inst. 10" D. 1. stm. pipe - 46' 22 Inst. 12" stm. pipe - 6' 29.10' RT I.E. out (S) - ),1t/,0g! 182.33 23 (For details, see sht. 2B-11) 34.89'LT Pipe slope - install to match 1.13% 24 Protect controller 25 extg. I.E. at downstream catch basin, note 34 12 Remove extg. inlet 32.83' LT connect to existing structure 13 Inst. illumination pole -#,, 10 2g Proposed waterline 32.51'LT (See illumination plan) 29.10' RT (See drg. no. W-1) 14 Relocate ilium. pole 30 Protect signal pole to remain 29.42' LT (By others) 28.92' RT 6+42.91 28.92' RT 6+32.32 31 Inst. bus shelter - 2 15 Remove exig. asph. walk 2.64' LT (By others) 16 Adjust manhole - 4 32 Sta. 'M" 7+47, 30.65' Rt 29.15' RT (See drg. no. RD360) 29.28' RT Const. type CG -3 inlet, option 1 (No sump) 5.28' RT 5+56.66 2.22' LT Top cover elev. -Nj /0,,Q 192.87 17 Sta. 'M" 8+35, 34.92' Rt. 29.19' RT Inst. 10" stm. pipe - 24' Remove exig, inlet I.E. out (N) - yf(Ff W, 188.97 Const. shallow manhole Pipe slope V,lpiyl,0.83% Top cover elev. - 195.64 Connect exig. stm. pipes to manhole 33 Sta. "M"4+59.3, 33.27' Rt. (See drg. no. RD342) Inst 12" Sim. pipe (NE) - 33' 18 Const. vegetated planter Connect to exig. manhole "M" (For details, see planting shts.) 34 Sta. 4+64.5, 26.95' Lt. Inst. 10" D.I. stm. pipe - 60' 1 g Remove fire hydrant Match exig. I.E. at inlet (See waterline shts.) Connect to extg. manhole 20 Remove water valve box 35 Sta. "M" 5+45 to sta. "M" 9+09 (See waterline shts.) Const. conc. walk, 6" thick 21 Sta. 'M" 5+32.8, 25.53' Rt With 6"x6" W 10 Ga. wire mesh Commercial grade cont. Const shallow manhole (See drg. no. RD720) Note: Station/ Offset is to center of inlet at face of curb. SPECIAL INLET/ OUTLET DATA TABLE Over extg. 12" stm. pipe OFFSET Top cover elev. - 186.W,41 29.05' RT I.E. in (NE) - 182.50 12" 29.07' RT I.E. out (S) - 182.54 12" 22 Adjust irrigation box - 2 29.10' RT (See irrigation shts.) 23 Remove irrigation box 34.89'LT (See irrigation shts.) 24 Protect controller 25 Remove ilium. pole - 3 26 Const. special iniet(outlet - 24 32.83' LT (For details, see sht. RS4) 27 Const. conc. bus shelter pad 29.16' RT (For details, see sht. 2B-8) Note: Station/ Offset is to center of inlet at face of curb. SPECIAL INLET/ OUTLET DATA TABLE "M" STA. OFFSET 9+16.02 29.05' RT 8+98.15 29.07' RT 8+88.58 3762' LT 8+80.30 29.10' RT 8+62.89 29.11'RT 8+53.78 34.89'LT 8+45.66 29.13' RT 8+19.77 33.56' LT 7+95.70 29.16' RT 7+86.20 32.83' LT 7+79.48 29.16' RT 7+63.26 29.16' RT 7+53.16 32.51'LT 7+27.35 29.10' RT 7+15.42 31.80' LT 6+91.32 30.72' LT 6+66.41 29.42' LT 6+64.74 28.92' RT 6+42.91 28.92' RT 6+32.32 6.27' LT 6+21.08 28.97' RT 6+07.51 2.64' LT 5+99.22 29.04' RT 5+81.92 2.37' LT 5+77.01 29.15' RT 5+56.84 29.28' RT 5+56.77 5.28' RT 5+56.66 2.22' LT 5+36.40 29.32' RT 5+16.11 29.19' RT DRIVEWAY TABLE Alignment Station I Appr. Type Conc. Dwy Appr. Area Throat Width Extq. Finished Surface Surface *length Estimated Paved Area 'M' Line 6+96 Rt. I Reinf. Conc. 1 504 SF 1 30' 1 A.C. A.C. 11'+/- 300 SF+/- * Length Measured From Back of Sidewalk - Indicates No Work SCALE FEET 20 10 0 20 40'W ........ Begin curb & sidewalk f' a>: — _ _ — — _ _ _ EXPIRES: 1 Ste. 5+07.15, 32.08' Lt. PACIFIC H aA r �_ _ OR99W' Line C --------- WEST (oC9 W) CONST. CL' Line C 2 18 27 23 13 25- o z; - r'-•�Ir� 15 16 22 Moved Light Poled Gc ��.�. �^' Iz• - "' " e. nr eerro-_-�-�� to Behind Walk 1Comm2155 £�CIAL Ot " tS-i�'n O1 ma ,.o - ` Flr h��A. T°n iTr {L6• — 1 .�{– -;fr` �skif-T—_ _. 1 12155 SW MAIN ST EB f, 26F- 1 B 25102A705100 s� f e Were a �rG q�PJ LANG COMPANY °N' oa' 3 ,r "Yr Fir 35 on nO 20 .c ® 29 8 26 TYP - -- - - -' AH+a r s nm y ` _ 1 btg. &4W as 'M' Line 13 - a u _ _ -- • � � z,a \�� \ 4 . 9 1r 21'ZZ H'z r,° .. t. _�-►�_ ^,, \\�\ �� / (n fj ash x00 = 10"-24'CP DImIOf®SmI�.III© 12090 SW MAIN ST / 02A A00903 DO yq FIZE NLDS CORPORATION 036/041 DOUBLE K VENTURES INC FILE N0. O. 2 2 / —J i , 1 i NOTE: 1) All dimensions are shown in feet unless otherwise noted. 2) Station / offset is to center of structure unles otherwise noted �h a 13 C PAYEESS SHOPPING CENTER 12080 SW MAIN ST 25102AA00906 BSM REALTY LLC FILE NO. 4 LEGEND Surfacing Removal Shown Thus: Remove extg. inlet shown thus: x Remove extg. pipe shown thus:� Cold planing at street conn. shown thus: / r 'M2'Line 32 31 > 1 13 17 re e"3as /R P W � r H,rr Nf Const. + Adjust extg. manhole shown thus: Prop. illumination Cut line Fill line yy �Unr� to rQ � n Sif ,gfp rpf £F S SHOPPING CENTER 120 D 12000 SW MAIN ST 2S102AA00904 LLC & NATHAN–JEFFREY LLC FILE N FILE NO. 8 1 VACANT 12000 SW MAIN ST HAAGE2SI02A00905 A, GARY L CANDACE, TRUSTEE FILE NO. 8 REVISED AS CONSTRUCTED DECEMBER, 2011 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD BRAYING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. INE6Rsf�o� NOT REVISED AS CONSTRUCTED "M1" LINE PROFILE - SW MAIN ST 48570PE 9 DECEMBER,2011 THIS SHEET TO FACE SHT.9C ORIGINAL SIGNED BY 212 212 15, �FTH S R� 210 PVI S a=4+8 7,38 210 EXPIRES:12/31/2012 PVI E ev=19 3M COUNTY PROJ#2523 208 208 CITY PROJ# 0567 - =9.05 0'VC o V 206 VI Sta 3+58 206 rHn' o I P I Elev 192.9 0 204 m 204 0-4 K=15.88 + m m PVI to=1+ 6 50' C 202 PVI EI v=190.14 U U -'R > 202 A.E._-3.40 m m UI W ZE 200 200 0 1 0'VC y^ � 198 0 `° 198 WCIDo ' 196 n H U 196 Z 194 a CL > 194 0 i a 3 s 192 tE_ 192 a a z o u'� > 1.300o Pr file gra @ top of curb BY DATEDRWNCMP ozno 190 S m —_ / I'M—'line 190 DSGN JMQ 02/10 (0 — Extg.ground 0 curb CHKD KSR 02110 ci 188 188 z � y M 186 186 0? U O+ 3 LL w a W Q 184 184 z'0 � J F g Q V- C/) 5 0 O0 182 182 �= o r CIL N 180 180 z � z U) a, 1+00 2+00 3+00 4+00 5+00 SHEET NO. 75 OF 179 SW MAIN ST-LEFT TOP OF CURB PROFILE-"M1"LINE 'M1'=Main St.north side curb SHEET TITLE 9B 208 °M° LINE PROFILE - SW MAIN ST 208 ��D PROF�s��o9 4857OPE l 206 _ +44 L11 206 ORIGINAL SIGNED 9Y PVl EL V=192 82 ��ti HN 75 A.C.=1.03 M 204 P STA= +34.34 K 38.99 204 �FTH S R� PI ELEV=190.53 4000'VC I h EXPIRES.12/31/2012 202 =- Q > 202 COUNTY PROJ#2523 PVI S7 A=5+¢ K=49.99 > W CITY PROD# 0567 PVI ELE =187. 1 j d a 200 AK=40.966 o rn W 00°)0 40 200 °o.. 9 3. �w ,It a 198 72. 0'VC 4 198 Uw Ma ch extg F— -0 A. . 196 w 196 j ' m W 1 194 +° 194 N rn > .,W m 'ELI W a 192 0 d W o 192 L6 LL UW U ��/ w a w 190 Lu Extg.g ound 190 centert centerline Q. 2 .3 Prof) grade @ cent dine m o � U � "M"11 a " o= 188 188 M z Match extg.A C. ta.5+32,8,Rt. a y z o ° 82.59( E)In 12'Extg. 3 3 186 186 a L.0.52° a a z 4i 12"-21' to P1 e REVISED AS CONSTRUCTED 184 BY DATE o DRWN JJG 1/10 92"-31 E9• DECEMBER,2011 DSGN JQIJ 1/10 THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON CHKD KSR 1/10 182 +1 INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND 182 Ci 182.28 NE)In WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS BEUEVED TO BE RELIABLE,WHPACIHC CANNOT ASSURE ITS ACCURACY, N 182.28 (SW)Ou 12" AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD ° DRAWING OR FOR ANY ERRORS DR DMISSIDNS WHICH MAY HAVE BEEN g M 18O NCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD 180 V 24" 12'-33' 182.20 NE)In 1 " DOCUMENT ARE ADV 5E0 TO OBTAIN INDEPENDENT YERIFICAHON. H L(j Sim.Extg e 179.90 SW)Ou 12" o= LL � Sim.P178 Sta.4+59.3,R. 178 a m 179.7 3(NE)In 12" a Lu ±180.r8(NW)fn 10" z o =� 176 180.4 (NE)In 12"Extg-Remo a Pipe Grout a 5z LL O 176 0 179.5 (SW)C ut 24"E Ig. ®� d Lo. U< z a0 174 rEm ,522 CV.Yds.(Stage 1) 174 m N � d w 172 172 � � 6 Cu. ds.(Sta a 1) N SNEEi N0. 76 OF"9 5+00 6+00 7+00 8+00 9+00 10+00 SHEET TITLE SW MAIN ST-CENTERLINE PROFILE -"M"LINE 'M'=Main St.construction centerline 9C "M2" LINE PROFILE - SW MAIN STNOT REVISED AS CONSTRUCTED ��ND IN PROF DECEMBER,2011 4857OPE 9 ORIGINAL SIGNED BY P t Elev=197.04 �2 vqN 75, Tq 208 A.D.=2.02 208�FTN S K=3 .76 EXPIRES.12 31 2012 62' C COUNTY PROJ#2523 206 206 CITY PROJ# 0567 VI Sta 3+77 VC1TY 204 + � ,. 204 o y 4 U A.D.= 0.85 ° o 202 K=5 .06 U W io 202 srM1 I U 5 + h;g 6jW U 200 It ro 200 co + W 0,0 198 _ 198 i 196 > —— 196 m ra 0 w m 194 Profile 7rade to top of durb 194 "M2"line 00 Noo o U 192 I 192 190 190 0< d a a Z y BY DATE 188 sxg.grown curb188 DRWN JJG 1/10 DSGN J 7 1/10 m CHKD KSR 1/10 186 S` 186 3A � Z N 184 184 0 z _ ti U O $ u. 182 182 y a J 0 T LL U) 0 ym P 00 Q= O r Zy w Q K co 1+00 2+00 3+00 4+00 5+00 6+00 N SNEEf N0. SW MAIN ST-RIGHT TOP OF CURB PROFILE-"M2"LINE 'M2'=Main St.south side curb 77 or 179 SHEET nnc 9D PRO FCONSTRUCTION NOTES 48570PE THIS SHEET TO FACE SHT.10A ORIGINAL SIGNED BY O1 Const.std.conc.curb 10 Inst.illumination pole-2 Fl qN 15 Zoog�� (See dry.no.RD700) (See illumination Shia.) NETN S Const conc.walk 11 Const.retaining wall CURB RETURN TABLE EXPIRES: 12/ 1/2012 (See drg.no.RD720) (For details,see wall shts.) CURB CURB POINT I C.L.STA. C.L.OFFSET T.O.C.ELEV. I RADIUS I DELTA LENGTH COUNTY PROJ#2523 PC 12+20.21 40.92'LT 194.93 CITY PROJ# 0567 O3 Const.conc.sidewalk ramp-3 12 Adjust manhole-4 Inst.detect.warning texture Adjust tele.manhole(by others)-1 1144 12+29.78 42.70'LT 194.47 ('Colonial red'color-Armor-tile) (See drg.no.R0360) ® 112A 12+37.94 48.00'LT 194.01 25.00' 89°45'18" 39.16' (See drg.no.'s RD755&RD757) 13 Relocate utility riser 3144 12+43.46 56.01'LT 193.55 Const.driveway,option N-2 (By others) PT 12+45.50 65.52'LT 193.09 (See drg.no.RD750) O14 Relocate utility vault PC 12+78.13 63.44'LT 192.42 5 Sta.'G'12+05,42.60'U (By others) 114A 12+79.74 53.86'LT 192.70 Const.type CG-3 inlet,option 1,(no sump) Top cover elev.-195.41 15 Adjust water valve box-5 © 1124 12+84.85 45.65'LT 192.98 25.00' 89°2357" 39.01' Inst.12"D.1.stm.pipe-26' 3144 12+92.75 39.96'LT 192.67 I.E. out(N)-191.88 16 Relocate water meter box-3 3 Extend at exfg.slope-7.43% (See waterline shts.) PT 13+02.13 37.73'LT 192.35 Conn.to exfg.12"stm. z (See drg,no.'s RD371&RD372) 17 Adjust gas valve box-3 PC 12+11.18 13.98'RT 195.57 w (By others) 1144 12+17.35 15.40'RT 195.25 z O Const.type ACO drain trench drain- 39' Remove exfg.trench drain18 Remove utility pole-4 C 1124 12+22.39 19.23'RT 194.93 15.00' 97°2626" 25.51' Top grate elev.198.81(N),197.71(S) (By others) 314A 12+25.39 24.80'RT 194.65 o Inst.4"stm.pipe-7' e PT 12+25.83 31.12'RT 194.62 _Z z I.E. out(NW)-196.50 1 g ' Sta. G'12+24.40,28.68'Rt Pipe slope-1.00% Const.type CG-3 inlet,option 1,(no sump) 3 Conn.to private area drain Top cover elev.-194.63 (For details,see sht.2B-10) Inst.12"stm.pipe-12' oQ d a a I.E. out(W)-190.20 BY DATE O Sta.'G'11+54,23.00'Rt. Pipe slope-1.00% DRWNCMP oz/10 Const.type I/area drain over exfg,stm.pipe Connect to extg.stm.manhole DSGN JMO 02/10 Top grate elev.-197.75 CHKD KSR 02/10 1.E. in(SE)-196.43 20 Remove deck W Extg.I.E.-verify (By others) y (See CWS drg.no.'s 320&380) ci21 Remove fire hydrant v w N O Sta.'G'11+52,20.49'V Rt. O (See waterline shts.) 09 DE 1- er Remove exfg.inlet a 3 a Z Const.cleanout over exfg.stm.pipe&connect 22 Const.Vegetated planter N o Z Top cover elev.-198.02 (For details,see planting shts.) DRIVEWAY TABLE a aO Alignment Station Appr. Conc.Dwy Throat Extg. Finished 'Length Estimated g F F O- O Remove portion ofsfrucfure and appurtenances type Appr.Area Width Surface Surface Paved Area cj N (Coord.with engineer) �� 'G'Line 11+28 RL Reinf.conc. 416 SF 40' A.C. A.C. 7'+1- 280 SF+1- at I + 'C'Line 29+13 Rt. Reinf.cont. 270 SF 24' A.C. A.C. 4'+1- 144 SF+/- o cn REVISED AS CONSTRUCTED 24 Inst.2 rail handrail =3 w9 Z (See drg.no.RD770&R0771) Length Measured From Back of Sidewalk w rn Q Q DECEMBER,2011 m V C/J THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON -Indicates NO WOdC 0 INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND 25 Adjust mon.box-1 N WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,WriPACIFIC CANNOT ASSURE ITS ACCURACY, SHEET NO. AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD 26 Inst.pedestrian signal pole-2 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN (See signal plans) 78 OF 179 INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD SHEEP TITLE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 10 PROFFsf SCALE FEET ,rya 48570PE 9 20 10 0 20 40 ORIGINAL SIGNED BY 5 Z0�r, �FTH S• EXPIRES. 12/31/2012 'CW'Line Paving limits COUNTY PROJ#2523 CITY PROJ# 0567 Temp. Extg.R/W Cons � (_ /y "- / 1 / BRAKE 4f@AMy` ESmf. . f I ♦J I BEHAviOR HEALTH SERVICES y o�Hiv /.J1 11GAR0 EXHAUST m= ° G I 11895 SW GREENBURG RD 1 v SPEEDY GLASS = a //�� 2S102AA01200 11965 SW GREENBtg2G ��'A`lJ I� 2g+QQ LUKE-OORF,INC. 2S102AA01100 Ns I FILE NO.5 1 } TI ARD AUTO STOP PA INERS +a sPpi t�3 s y W BEHAVIOR HEALTH SERVICES •�' O Q� O sbnl O FILE NO.i o o' Ox �` j I I I O 5102AA01300 O O P �4, 1n,rs1PJPlld ° ' O -KE�ORF-i 11865 S COURT APARTMENTS J d' _ Wall" p R7VV o A` 4 I I ILE N0.3 Begin cur &s'dewalk 11865 SW GREENBURG RD ( �e y / a° 1SI35DC00100 F po - s"y P I R wd dicatio� Sta.13+ .23, 8. 8'Lt. 13 I I o NORTON,TIMOTHY W NORTON,KATHRYN 5 14 3 I ° 1 18 20 16 2 1 15 17 e'° oo myoQpo °yysam -tion c oo ,�,`:,R` 3 A °i 6 /I°.� B �e sE�a1,g.,R,IW o a Q �, „°>d —co —m �----- -- ------ -I— .-- BHB=3L----- ---- ---- F------ �-- .A 16 '-t'�\ �r ""'°'iv Paving limits — ''xy z °;a\ � .7` I I� I° 17 15 SW GREE�BURG RD g ayw69° / ° .Aa o+ooh I _.Is.�— m y 'G'Linc m"° -- - -------- --�----- ------- t--------- :� -- z- \6 -------•S °°-- 25 4�o,In 0Iaa cwmI1 ah ro+� BY DATE T _ I I e ��y,�ye EMg.R/W a�°;,��.°�c` yyyy s,>ati„�� // 11850 SW 3 ate. OY. oY,wRE�Nft�/ ` �JEo, / 11850 SW GR BURG RD*Fol O.a"'A` DRWN JJG 1110 Q/ AN OF AMERICA ) a`id ? wwwy� y'%, ° R\> 1S135DD0430 .« �'n'a'E n S' 1513 D 0<a;,5�"Y, I 13 ,fie a AHLEft ELECTRIC o,p'yv, OSGN JC!/J 1/10 / OSMETIC h DENTISTRY `��°� %�� LAN INS 50VAR iMilk I °"MASSAGE H A`° � VICTOR WELSH 1995-11999 SW PACIFIC HWY t'g1• `PAR E 5 VI QLA,JEN IFR (,•y GT FUTURES G OUP C° ¢ 11H60 SW GREENS G RD y'�PA '1° „V 15135DD05106 j �' + I SW GREENBURG R0 TEGRATED DATA CONCEPS\INC. COMNI4,6�A$tgL�.,,yyaao 151J35DD04401/}� .�. awN,! r CHKD KSR 1/10 rE' ^" 4^_]' t 7 15135DD04500 1 950 5W GREENBURG ft0 it9�TD GJtEENBURG RD FRAf31�Eft,WWW��...CIAM M TRUSTEE \ , / CCC PROPERTY MANAGEMENT LLC BY CHERI L � � ,e,$ I I 151350D.4402 1$135p0 1 00 FILE NO.] I, JO NSON,DENNIS A JOHNSON,C�L W BC SO IATES LLC r Paving limits =ti r-- 6 4 7 1 2 10 16 3 19 °�'y Z + y CE'Line a z LEGEND a It 11 Remove exig.inlet shown thus: x N o a p U) as h O Remove exig.pipe shown thus: 3 OR P 5 L' LO Adjust extg.manhole shown thus: U ± REVISED AS CONSTRUCTED o z Cold planing at street Conn.shown thus: DECEMBER,2011 WwM N O NOTE: THIS RECORD DRAWING HAS BEEN PREPARE IN AND IN PART,BASED UPON 1)All dimensions are shown in feet Prop.illumination INFORMATION FURNISHED BY THE GENERAL CONTK V' �� WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS It unless otherwise noted. BELIEVED TO BE RELIABLE,MPACIRC CANNOT ASSURE ITS ACCURACY, CUt Ilse — G— AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORDORAIMI ORFOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD2)Station/offset is to center of Fill line F— DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION.structure unless otherwise noted „\D PROFRs��O� NOT REVISEDD AECEMS CONSTRUCTED "G” LINE PROFILE - SW GRENBURG RD 2011 48570PE 9 ORIGINAL SIGNED BY ��2 vgti 75, 2 �� 212 = 212 �FTH S. R� PVI LEV=1 9.18 D._-3.'7 EXPIRES:12/31/2012 210 =31.5 210 COUNTY PROJ#2523 CITY PROJ# 0567 208 +0.00' 208 10APVI TA=1 +90206 PVI LEV=1 3.19206 I V oD._-1-15 Il 204 =38.7 PVI STA=1 +50 204 j o+o^ PVI LEV=1 0.49 m m rn oo 0.00'V I.D.=0.53 202 v ti + 202 LU W 0.00,V o°o0 200 200� ° og CL a biw w 198 m m o 198 0 �rn Pr file gra is@ ce,7terline w 0 196 - o 0 196 N o- a y= 4ol a a 194 0 w 194 gound @centrlie 928 LEg 192 8Y DATE I \ DRWNCMP 02/10 W W W DSGN JMC! 02!10 190 190 CHKD KSR 02/10 .g)o U y 188 ° 188 z UMatch Edg. G'Sta. 3+93.84 OM N 186 \\ 186 3 " a Exc.A 77 Cu.rds.(St ige 11) z° J Fa 184 184 $ cn y g o O Emb.58 Cu. S.(Sh ge 11) 00 d 182 182 a + z y > d 180 180 U) 3 N SHrrrNO. 178 10+00 11+00 12+00 13+00 14+00 15+00 178 80 OF 179 SW GREENBURG RD - CENTERLINE PROFILE- 'G•LINE 'G'=SW Greenburg Road construction centerline SHEET TITLE 106 "CW11 & "OE" LINE PROFILE SW CENTER ST ISED AS CONSTRUC Wr 00 DECEMBER,2011 E4,�� 48570PE RIGINAL SIGNED BY 5, EXPIRES. 12�31/2012 COUNTY PROJ 2523 CITY PROJ 0567 202 202 (.d Profile grade Cc Center Ina "C"line 200 + 200 198 1198 04 Il- if Cc, ca 11 11 .2 1] it + am co m, m -, co �Extgj grounc @ cen+rtine 196 196 Q. Q. 01 —0/ 2\ -0-8011"42-9. 194 194 192 192 grace @ cebterfine 1 —3-0 190 190 EE 0 -Extg.g-oun d Ca,centerl ne .188 0 188 BY DATE DR111 J. - '2 j 7 186 186 DS'N L jjj= 'j W CHKD KSR 111F 0 E Ji Lu Lu z 0 0 ry p Q� Lu w C) 28+00 29+00 30+00 0+00 1+00 SHEff I NO. 'CW SW Center Street west centerfine. 81 OF 179 SW CENTER STREET-CENTERLINE PROFILE-"CW"LINE 'CE'=SW Center Street east centerline. SIN CENTER STREET-CENTERLINE PROFILE-"CE"LINE SHEET TITLE 1 OC „\D PROFPs1)� CONSTRUCTION NOTES 4857OPE 9 THIS SHEET TO FACE SHT. 11A ORIGINAL SIGNED BY ti o 5 S2� DRIVEWAY TABLE Ali nment Station Appr. Conc.Owy Throat Extg. Finished •Length Estimated EXPIRES: 12/31/2012 9 Type Appr.Area Width Surface Surface Paved Area COUNTY PROJ#2523 O1 Const.std.conc.curb 'Hall'Line 98+07 Lt. Reinf.Cone. 276 SF 32' AC AC 7'+1- 224 SF+1- OITYPROJ9 0567 (See drg.no.RD700) `Length measured from back of sidewalk o NAY 02 Const.conn.walk -Indicates no work U (See drg.no.RD720) srM1 i� O3 Const driveway,option N tC3 (See drg.no.RD750) ORemove inlet 05 Sta.'Hall'96+74,28.19'Rt. Const.type G-1 inlet(No sump) Over extg.12”stm.pipe o Top grate elev.-at flow line 210.84 o z (See drg.no.RD364) r O6 Sta.Hall'98+66,19.45'Lt. I o Const.type CG-3 inlet option 1(No sump) Top cover elev.-209.04 o (See drg.no.RD371&RD372) z � z s o O7 Adjust inlet Sao � o d O8 Relocate utility pole-5 a a (By others) BY DATE DRWNCMP 102110 DSGN JMQ 02/10 O9 Relocate water valve CHKD KS 02/10 (By others) w y 10 Relocate gas marker bollard (By others) �w 3 0 LU11 Sta.'Hall'98+50 LL o Orn Const.type G-2 inlet(no sump) m a z Q over extg,sten pipe y o Z E' tie in extg.roof drain to inlet ¢$ z O o z c Pg H K m h + o U) CO REVISED AS CONSTRUCTED Ww y Q DECEMBER,2011 U) THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON V' INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND N WASHINGTON COUNTY INSPECTION STAFF,WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, =OF AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAW9NG OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORDDOCUMENTAREADSEDTOOBTAINNDEPENDENTVERI'CATION PRO 0 ��D INC,, SCALE FEET 4857OPE 9 170 0 20 40 ORIGIN�I SIGNED BY Sidewalk Constructed with- Thickened Back of Walk D tall 'O 2,�9N 5 and 6"High Monolithic Curb at FTN S. Back of Walk up to Dwy. T EXPIRES. 12/31/2012 n COUNTY PROJ#2523 \ CITY PROJ# 0567 WELtSFARGO BANK Be in urb&Sidewalk\ WAREHOUSE 1118750 SWMOTIVES PACIFIC 1T.S0 sw H4LL eLvo END PROJECT 9 11875 SW PACIFIC HWY 15135DD01000 \ R135DD00900 Temp.DOpaf. 15135DDD0900 ` \ WELLS FARGO GANK Sta.9 +38.49,23.88'Lt FILE NO.8 IMERIOR MDiAvES \ FILE No.7 STA.96+72 t \ Esmt. E No.a o \ \\ /G �_'OR99W'line �°tY p q� V 1 2 8 10 8 rn - ° - �� VA N o+ _ _ o T�p +o (fes e ar. r o 0 0 o Www s^ �-1 \ a 2 ` e F `-- - 9 _- �_�,4,1 ^_L�-- - { - ��\Line� j m = re n= Paving Limit "I Hall'Line oN„ _ = SW HALL BLVD, = m ---- ------ -- — – ------- \ cmn -- – • - o 0 =o ExV.Wk G � 'C4'Line ry � n U \\ z o 5 a 2 1 Begin Curb&Sidewalk Temp.Const.Esmt. 4 s � Sta.96+72.68,24.00'Rt DOARD PVSA 3'x5'Treewelis-5 \ \\\ a a z 11945 SW PACIFIC MW i S135DW33D1 \ \\\ BY DATE ¶GP°oPuza onc.Drainage Curb Installed \\\ DRWN JJG 11110 FILE NO.6 Along Back of Walk ��' \ \ \\ DSGN i- 1 H 0 CHKD KSR 1/10 w W N J 1- N Z VQ o Q �N + o U W LEGEND z o a co (L O Asph,cont.pvmt.repair c z Z (See sht.2A-11) N 3 g ® N dm 1 + Cut line — D— REVISED AS CONSTRUCTED 2� o S rn DECEMBER,2011 z y w F¢- Fill line E— u, > rn NOTE: u THIS RECORD DRAWING HAS BEEN PREPARED, T PART,BASED UPON 0.' m Z 1 All dimensions are shown in feet AT ON FURNISHED BY THE GENERAL CON TACTOR AND U O Remove extg.inlet shown thus: WWASHINASHINGTON COUNTYLI INSPECTION STAFF.WHILE THIS IE ITS ACU IS N (� LJnIeSS otherwise noted. BELIEVED 7I DE RELIABLE,IBLE FOR CANNOT ASSURE ITS ACCURACY, 2 Station/Offset is to center of structure AND NUS IS NOT RESPONSIBLE FOR ISS ACCURACY OF THIS RECORD Sit NO. Remove extg.pipe shown thus: DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN unless Otherwise noted. INCORPORATED INTO IT AS A RESULT.THOSE RELI1NG ON THIS RECORD 83 OF 179 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. SHEET TITLE 11A ND PRO F "HALL" LINE PROFILE - SW HALL BLVD 48sG INC 70PE THIS SHEET TO FACE SHT.11C ORIGINAL SIGNED BY 226 226 vqN 75, 2��ry 1ST 224 224 tiFTN S �F PVI Sta.=97+80 EXPIRES: 12/31/2012 222 222 COUNTY PROJ#2523 A.D. 1.14 CITY PROJ# 0567 K=140.04 PVI Sta.=99+201 1 220 160 VC VI Elev.=208.3 220 A.D. -3.77 ° 218 218 m V + o t, 70'VC o N o a? P I Elev. 205.85 216 ° rn N A.D._ .90 216 Z W ii K=4. 7 center �m 19Extg. round o + 214 VC 214 W LLl b o N W �co�N O ui ^ a212 ro +o a rn rn o 212 � ,g o 1.90% UU@N +14 a N it 11 w 210 w Iii ° 210 m " Extg. rade 0.76° w a a 000 208 208 m o � z z z Sa o 206 62% — 206 N a oF rofile gr ide @c snterflm i 0.7 " o a o ALL"fi e a a z 204 204 BY DATE DRWNCMP 02/10 DSGN JMOl 02/10 CHKD KSR 02", 202 202 ti N z w 200 200 W 00 y °+° z rn 198 198 Q W I o OJ 196 196 O y mo F- Q' N J Q + co 194 194 z= o zya W 192 E:96+00 97+00 98+00 99+00 100+00 192 r, N SHEET NO. NOT REVISED AS CONSTRUCTED HALL BLVD.-CENTERLINE PROFILE-"HALL"LINE 'Hall'=SW Hall Blvd.construction centerline 84 OF 179 DECEMBER,2011 SHEET TITLE 11B "C6" LINE PROFILE - SW HALL BLV® 224 224 48570PE ORIGINAL SIGNED BY 222 - 222 Vl = PVI Sta.= 1+88 220 A.D..D. 0.78.78 _ 220 K=51.50 _ EXPIRES. 12Z31 2012 40'VC D. - 97 PVI Sta.=12+45 218 K=20. 2 _ 218 COUNTYJ# 056677 #25 CITY PROJ# 60'V D.=3. 0 h Q, 2 K=8.8 "'y 216 0 0 o m 30'VC 216i N N ooZ M I� 214w Lu 214 m N N 212 U o 212 coC.-1.50% rn U + Wo 210 210 , 0. 3% IQNo 208 —— 208 Ex(g.group @ cur E '1 ' 206 206_e „ _ o 6"line Approx. 03.4 z L.1.00° ° 204 s 204 a-z 0 Sta.98 66 Lt. 3 N 205.14 )In 1 "Extg. B T p Extg. 2"Wate 3 w 202 204.94E Out 1 " Approx,2C 3.9 202 0 d e.99+4 ,Lt. T p Extg. .5"H.P. as a a BY DATE 20292.35 Out 12"0 2 2.55(N W)In 2" prox.2C2.1 200 DRWN JJG 1/10 D.,JQ/J 1/10 Sta.99+46.6 Lt. CHKD KSR 1110 198 203.60(W)l 8" 198 "' 201.85(E)In 12"Ext 201.65(W)1 12"Ext i.-Plug (3 o 196 196 F 0) O? U_ 3 LL 194 Ex.132 C .Yds.(Stage 11194 � a Lu F¢ z O _J Cn a z LL O 04 ® E- 192 E .23 C .Yds.( tage 11 192 N < a J H + co aa' 0 m N w Q 96+00 97+00 98+00 99+00 100+00 w U) m 'C6'=Hall Blvd,east curb alignment,north of OR99W HALL BLVD.-LEFT TOP OF CURB PROFILE-"C6"LINE N NOT REVISED AS CONSTRUCTED SNEEi NO. DECEMBER,2011 85 OF 179 SHEET TITLE 11C "C4" LINE PROFILE - SW HALL BLVD NOT REVISED AS CONSTRUCTED \S��ND INC'- DECEMBER,2011 48570P E ORIGIN�I SIGNED BY 222 222 15, 220 220 EXPIRES. 12 31 2012 COUNTYPROJ#2523 CITY PROJ# 0567 PVI fa.=12 56 218 NHVI 1:eV.= 218 A.D._-1.4 PI 11 Sta.= 3+02 216 W =37.47 P Elev.= 05.94 216 0 54'VC A.D.= 00 rosrM1 o ° o o K=12. 5 214 u u `` m' �0 214 wN ^ ro N Cn � 212 z W ° ° v' 212 e 5- Extg.g ound Co curb w m 0 iL ' + n 210 — a m m + vi 210 Ext. P _1'24° —— V N �. d g "Std. I e Profile rade top of rb 1 -f. 1/ LC CCj w e 208 ° 208 - g. a o a / 206 206 0 0 Sta.964 74,Rt 208.34 )In 12"Extg. a y z 0 op Extg. "Gas 204 -— 204pprox.2 3.4 N a o �s oQ 0 as 202 Sta.99+63, t. 202 BY DATE 203.15(N)Inj 12" DRWN JJG 1/10 200 202.95(E)O t 12" 200 DSGN J4/J 1110 CHKD KSR 1/10 d VWJ 198 198 ti O mN + C) x 196 196 a m F� 9. W 194 Exc. 43 Cu. ds.(St6-11) 194 a$ LL, O O 1— N J gOf N m ¢ n + 192 Emb.1 Cu.Y s.(Stage 11) 192 a co o zN � U)190 190 rc 3 N 188 96+00 97+00 98+00 99+00 100+00 188 SHEET NO. 86 Of 179 HALL BLVD.-RIGHT TOP OF CURB PROFILE-"C4"LINE 'C4'=Hall Blvd.west curb alignment,north of OR99W SHEET TITLE 11D I)PROF�s��o� O Const.std. s conc. curR0700CONSTRUCTION NOTES 4857OPE 9 THIS SHEET TO FACE SHT.12A ORIGINAL SIGNED BY O Const.conc.walk (See drg.no.RD720) vgti 5, 2 � O3 Const.driveway,option N-4 NTH S F (See drg.no.RD750) 12 Sta.'Hall'104+74,26.06'Lt. Const.type CG-3 inlet,option 1(no sump) EXPIRES: 12 31/2012 O4 Const.traffic separator,type�l`j,8 Top coverelev.-202.10 COUNTY PROJ#2523 (See drg.no.RD706) CITY PROJ# 0567 Inst,12"0.1.stm.pipe-52' O5 Const.retaining wall Pipe slope-0.50 (See wall shts.) 19, �� Adjust manhole-1 Sta.'Hall'102+59,33.50 Rt. Adjust tele.manhole(by others)-1 r;d Const.type CG-3 inlet,option 1(no sump) (See drg.no.RD360) o (fd Top cover elev.-204.59 14 Inst.drainage curb DRIVEWAY TABLE Inst. 12"Sim.pipe-209' (See drg.no.RD701) Alignment Station Appr. Conc.Dwy Throat ExIg. Finished Length Estimated Inst. 12"stm.pipe(E)-63' Type Appr.Area Width Surface Surface Paved Area 103+28 Lt, 286 SF Pipe slope-1.00% 'Hall'Llne WW"I$Pl Reinf.Conc. 30' A.C. A.C. 10'+/- 300 SF+/- (See drg.no.'s RD371&RD372) 15 Adjust water valve box-3 (See waterline shts.) 'Hatt Line 103+04 Rt. Conc. 156 SF 12' as A.C. 22'+1- 264 SF+I- OSta.'Hall'102+59,29.50 Lt. 'Hall'Line 103+98.15 LL Reinf.Conc. 204 SF 20' A.C. A.C. 80'+/- 1,426 SF+/- o Const.type CG-3 inlet,option 1(no sump) 16 Remove wafer meter-2 'Hall'Line 104+07 Rt. Reinf.Conc. 282 SF 33' A.C. A.C. Var. 1,244 SF+/- Top cover elev.-204.74 (See waterline shts.) 'Length measured from back of sidewalk m p Inst.12"stm.pipe-191' 17 Remove fire hydrant indicates no work MO8 Sta.'Hall'102+67,31.75'Lt. (See waterline shts.) moo Const.W.Q.stormfilter manhole-60"dia. Top cover elev.-204.64 18 Relocate utility pole Inst. 12"stm.pipe-8' (By others) a z o (For details,see sht.2B-12) 1 g Relocate private sign a d o O9 Sta.'Hall'102+73.4,37.4'Lt. (By others) o d Inst.12"stm.pipe-9' a a Connect to extg.manhole 20 Remove inlet-3 BY DATE (For profile,see sht.12C) DRWNCMP 02!10 21 Remove utility pole DSGN JMQ 02/10 (By others) CHKD KSR 02/10 10 Sta.'Hall'104+13,�'�/�,l)',25'Rt. Remove extg.inlet N Const.shallow manhole 22 Remove extg.irrig.system within and z Top cover elev.-202.96 cap lines at R/W z v (See special provisions) w 3 rn Connect to extg.pipes � LU Extg.I.E.in(W)-199.26,6" o F- o_ 23 Protect private sign c z Extg.I.E.out(S)-198.26,8" a q Z Q (See drg.no.RD342) y� a Z � 24 Protect private light pole _ 0 11 Sta.'Hall'104+68,25.40'Rt. a i h O 25 Inst.4"PVC conduit F U H Const.type CG-3 inlet option 1(no sump) m aZ o Top cover elev.-202.50' (For details,see sht.2B-9) + REVISED AS CONSTRUCTED 26 Inst.2 rail handrail _ Z (See drg.no.RD770&RD771) �z y O DECEMBER,2011 C m V THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON 27 Adjust mon.box-1 V' INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND N WASHINGTON COUNTY INSPECTION STAFF.WILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,WPACTIC CANNOT ASSURE ITS ACCURACY, 'Z$ Remove all structures and appurtenances SHEET NO, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN on this property. 87 OF 179 INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD SHEET TITLE DOCUMENT ARE ADMSED TO OBTAIN INDEPENDENT VERIFlCATION. 12 PRO o SCALE FEET 485 OPE 20 10 20 40 ORIGINAL SIGNED BY ��ti vqN 151 a s EXPIRES:12/31/2012 COUNTY PROJ 82523 CITY PROJ0 0567 o,aTv .•�.\:. �. \ \ \ Nm�m T mPmw G 14 VACAKT y✓� RESIDE AL PPTS I RESIOENRSL APTS o RUSS CHEVROLET SERVICE CENTER FTIi AU70 B BY S P EN-kC 251018800801 1209D SW HALL BLVD 12110 SW Fi41 BLVD �ar 11880 SW PACIFIC HM New PGE M€ RgNCF£w� 178.0 PAC DAY KNAU55,—1 a 251018BOO801 2S1O1BB0100D 251018800401 n� 77880 SW PACIFIC HW(;NN ON 2Si01BB 900 FlLE NO.15 o BRIAN REEVES BRAN REEVES svhl W �'\ \ KNAUSS,WAYNE E7 PL Anchor Pole 2Sf01880Qof KNAUSS, AYNE FILE NO 16 FILE NO.17 FRE No.fa 6 FILE-NO.Ls �w "_ 1 HE No. p I End Curt)&Sidewalk 8 104+88.42,24.49'Lt. 12 9 w ow Ngo I Match Exisiing I I m - �_ 3 e "C" _OIf g w 10p 24 25 2 24 �# wID� �� a24 13 " Hm 26 27 5 12 18' �`"-•)� o "1I 2�"\ 3 /' '! 20 " g5 n 3 o F o a e a \\ § rr _ 91'_ - - z —— ——— Paving limit "T- - -`0az 3'x5'Treewell-2 'CTLine — s>---- .12.8,---\—,Hal Line — - s>----- --- -T2"32 -- N - ---- --- e Ill r — _a — _ It I evalk M o 0 _ _ ' 12 s3 1tl7"b5 - HALL-L-BL-V-D e-�-— _ 1105+00.46,23.,7?,Rt. m �. �� 1 _ — ----/ M tchEj?dttng�— ---- N z I (n ? —a tL.� ry� 0 Extg.R/W za a e — — 33 • � O Iq /6- �• — - /� W I 'P'„ 4 U a r a BY DATE V 00 0 -� _ DRWN JJG 1/10 `- " 15 16 2 1 4 _ 6 2 3 16 '24 4 S5 19 14 3 Q 10 2 5 ;1 `�17 5 N� �" € 1 72 I $ H No £ DSGN JC11J 1/10 �® \\�!\� \/ 28 'C5'Linm + _ I 12"-,09' S� J'T—+ 9I 14 CHKD KSR 1/10 _ 'so Tem� onst.Esmt.+' R/W. o "�� 8 ROUND TABLE PIZZA „ w r- W \\ CARD-A� CENTER RESIDENCE n zr ]ELEVEN rvrv''''"" U €iud 12085 SW HALL BLVD F N J (9 $ C 1900 SW P CIFlC HWY 12005 SW FW.L BLVD. '" 11940 SW PMJ Cr prvi n S - 2S1018800490 U 2st02PA000QQQ}0q{�1 2S102A400100 2sf02AA0060a a \'dR99W P' R.;6''_\\\v ,�I \ARB ;RAY ESTATE Y00,KYOUNG-HEE AlROP CO. I I HE OR 19 CROSSING,LLC N �' ® O FlLE NO.22 FIE NO.21 In t!") Q Z LL O Q� ces a Q LEGEND N a z 0 Asph,cont.pvmt.repair a z (See sht.2A-11) N Q g Z H 0 ® 1= Remove extg.inlet shown thus: x REVISED AS CONSTRUCTED P= o U � o DECEMBER,2011 N w Remove extg.pipe shown thus: w > h Q NOTE: THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON K Z U) 1)All dimensions are shown in feet Adjust extg.manhole shown thus: INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND V' WASHINGTON COUNTY INSPEC11ON STAFF.WHILE THIS INFORMATION IS N 0 unless otherwise rioted. BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY. AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD SHEET NO, Cut line c— DRAWING OR FOR ANY ERRORS OR OMISSIONS W11CH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD 88 OF 179 2)Station/offset is to center of DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION,structure unless otherwise noted. FIII line r sNEer arts 12A INEPRO F�ss�o� NOT REVISED AS CONSTRUCTED "HALL" LINE PROFILE - SW HALL BLVD 4857OPE 9 DECEMBER,2011 THIS SHEET TO FACE SHT.12C ORIGINAL SIGNED BY 226 15 NFrN S224 224 EXPIRES: 12/31/2012 COUNTY PROJ#2523 CITY PROJ# 0567 222 222 °NTY 220 o U � 220 �srm o- 218 V/Sta. 100+8 PVI Sta =101+ 6 218 VI Elev.=205.7 PVI Ele.=206. 4 216 _ 216 K =29.18 K=40. 9 P 1 Sta.= 04+54 42'VC 70' P Elev.= 03.04 z 3 214 214 A.D.=-1.29 �o � K=46. 5 212 L6 o N o Q N p + v p 212 o r I II N O p N O o M N p ' zN ui ui N M � ppro 210 II 210 0 U � � o + W W ti N II o N N p o- Q- _� W p It Mo p v 208 Profics rade a- 0- `o W �° N o 208 @ a ntefllne EL CL > > j N N o � LHAIL"line a s m -0751, a a z 206 1.05% Lu 206 BY DATE —— — _ 1.16% a 0- DRWNCMP 102110 204 — —— 204 -0.89% DSGN JM(2 02!10 —— —— — —— - — CHKD KSR 02/10 xtg.gro nd @ enterlin — _— 212°° L' 202 202 m '1.8g N F Z f° W + �r 200 200 o U 3 N 2 W 15 198 198 Zoe _3cn �o z O O o 196 196 + o 0 m y 194 194 c� N 192 101+00 102+00 103+00 104+00 105+00 192 SHEET NO. 89 OF 179 SHEET TITLE HALL BLVD.-CENTERLINE PROFILE-"HALL"LINE 'Hall'=SW Hall Blvd.construction centerline 12B 'W" LINE PROFILE - W HALL BLVD D PR0 NOT REVISED AS CONSTRUCTED �;�\,\GINFF r�0� DECEMBER,2011 48570PE 9 218 218 ORIGINAL SIGNED Y PVI Sta.=1 +70 216 eV.=Zi 15.87 216 FTy S D.=-0. 5 EXPIRES. 12/31/2012 214 =153.03 214 COUNTY PROJ#2523 100'VC PVI Sta.=13+40 CITY PROJ# 0567 M o m VI Elev.=203.0 212 0 212 0 V,aTY +o N + o o K= 0.91 04 L680'VC P0210 o U it 210 wU m m U Up� m W a iq W y W �°zzzo o - 208 a _ + M + ED 208 2' r N - N N 206 — — 0.50% P-fife grade @ top of cur v U W 206 m m W + _o 204 —— — -0.8 204 xtg.ground @ curb Top E .2"Ga17 202 —— 8 ° 202 Top E dg.4.5"J .P.Gas Approx.199.3 z 200 200 .L• 50% APP ox.198. Approx.199.2 g S .100+ ,Lt= 12't Sta.104+74,L a 198 S .56+2 Rt."C2 Line 91 199.7 (W)Out12" 198 a n o 2 0.46(S)Out 12" 12"8' °¢ d as z 196 196 BY DATE SL.2. 0% DRWN JJG 1/10 Sia.102+ ,Lt. DSGN JQ/J 1/10 194 1 7.60(N)In 12" 12"-9' 194 CHKD KSR 1/10 ci 1c 5.83(S)Out 12" y Sta.102+73.,1,Lt. � N 192 193.27(NW) n 12" 192 Sta.10.2+67,Lt. 195. (W)In 2"Extg. Remove Pipe& 3rout N ++ 195.75 N)In 12' 198. 4(W)In 12"Ext -Remo a Pipe 6 Grout 0 z 193.45 SE)Out 12" 198. 0(E)In "Extg. r 3 90 190 190 a < Noc a W h 0 Exc.62 Cu.Yds.(S age 1) E a D p 188 188 P wJ 5 o m a o Em .32 C .Yds.( tage 1) J a 186 986 it i o mN h r, U3 100+00 101+00 102+00 103+00 104+00 105+00 N HALL BLVD.-LEFT TOP OF CURB PROFILE-"C7"LINE 'C7'=Hall Blvd.east curb alignment,south of OR99W SHEEP NO. 90 OF 179 SHEET TITLE 12C "C5" LINE PROFILE - MVV HALL BLVD NOT REVISED AS CONSTRUCTED DECEMBER,2011 48570PE 220 220 ORIGINAL SIGNED BY 5, 218 218 FTN S• �� EXPIRES. 12Z31 2012 216 216 COUNTY PROJ#2523 CITY PROD# 0567 PVI Sta.=1q+50 214 =21113.13 214 H,r D.=-2. 4 0 K=41.03 212 212 r; rn 210 + o ro ry 210 ItCl N o M M �!:: N- II II O + (D 208 w 208 Q. Extg.ground curb ) ro m w W ,o 55 15 206 —_ a `>e uJ ' 206 204 204 moAM o U 202 Profile grade D too of urb \— — 202 Top E g.6"Wat r "C5"lie _ z Approx.201.0 Q Q °-° 200 200 a C) Top E xtg.6"1A bier r Approx.198.7 a °z 9.8" tm.Pi a BY DATE 198 S . o _ — 198 DRWN JJG 1/10 —1,"-209' DSGN JQ/J 1/t0 Sta.104 113,Rt. Sig.104+63,Rt. CHKD KSR 1/10 196 aintain Ext.IE' 19F— Sta.102+59,R. 1 7.90(N)Out 12" w 196.8 (S)In 12" y 194 196.6 (E)Out 12" 194 `1a OZ K x U 192 192 a a y o W I— Exc. 8 Cu. ds.(St ge I) a a . LL 0 O 190 190 > F O I_- J 0-N m - Emb. 0 Cu.Y Is. C.' my w r? U) 101+00 102+00 103+00 104+00 105+00 3 HALL BLVD.-RIGHT TOP OF CURB PROFILE-"C5"LINE 'C5'=Hall Blvd.westt curb alignment,south of OR99 W SHEET NO. 91 OF 179 SHEET TITLE 12D INDEX OF SHEETS �\' D PROFRSJ% SHEETNO. SHEETiiTLE DESCRIPTION 9 W-1 Title sheet C I T Y OF T I G A It D, ® RE G ® N 5779oPE l W-2 thru W-6 Plan and Profile Sheets ORIGINAL SIGNED BY -7 thru W-12 Details PUBLIC WORKS DEPARTMENT, WATER DIVISION uNruurN .', WATER LINE PLANS FOR PROPOSED PROJECT N T I EXPIRES: 06/30/10 JECT NUMB LEGEND SW GREENBURG ®/ SW MAIN ® AT OR99W ® ® PRO0567ER ® Air Release&Vacuum Valve 6 Butterfly Valve SW HALL BLVD . AT OR99W INT .. SEC . ® Double Check Valve ®' PACIFIC ® WEST (kr Fire Hydrant ® Gate Valve WASHINGTONCUT Reducer ATTENTION: FEBRUARY 2010 ATTENTION: 1.All valves to be operated by TRW only. Oregon Law Requires You To Follow Rules Sampling Station Adopted By The Oregon Utility Notification Center. 2.Contractor to pothole conflicting utilities 29+16'GREENBU RGLI NE' Those Rules Are Set Forth in OAR 952-001-0010 Through ® Water Line End Project OAR 952-001-0090.You May Obtain Copies Of The Rules From The Center. prior to construction. 1 0 ® Water Meter 26+00'GREENBURGLINE' GENERAL NOTES Begin Project 1. The contractor shall maintain one set of TRW stamped approved plans on the construction site at all 14.Upon satisfactory completion of testing,the new mains and connections to existing mains shall be w o times. 46+07'99WLI NE'= cleaned and flushed with potable water prior to disinfection. Flushing velocities shall be at least 2.5 feet c� o 2. Notify TPW,Water Division,48 hours prior to commencing construction to schedule a pre-construction per second. Disinfection shall be in accordance with AWWA Standard C651-92,the Stale Health Division o 1+00'HALLLINE' of disinfection shall be used. Disinfecting mixture meeting. Telephone 503-639-4171. �� j,'1 and City requirements.The continuous feed method g 3. All work shall be in accordance with AWWA(American Water Works Association)standards. •� j i j I rI/ shall be a chlorine-water solution having a free chlorine residual of 40-50 mg/I(milligrams per liter).The 4. All work will be inspected and approved by TPW,Water Division. disinfection mixture will be prepared by injecting a calcium/sodium hypochlorite and water solution into 5. All pipe and fittings shall be ductile iron,cement-lined,of new manufacture and made in the USA. Pipe _.� \• ' r JL \ \'•`!%% ^. \ 1,, L- the pipeline at a measured rate while fresh(potable)water is allowed to flow through the pipeline so that a o z o shall be"Tyton"Joint Ductile Iron,Class 52.All fittings shall be MJ(mechanical joint)unless otherwise N `•: j \ ;J the chlorine-water solution is of the specified strength. Treated(chlorinated)water shall be retained in it _ /'• 1 / specified. +1 \ /� the pipeline long enough to destroy all nonspore-forming bacteria.Typical retention period is 24 hours. F - y ! , 6. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be'/<"-0"gravel. ,%•�� \cq ,;v' '� \i! \ �.-%/ / % At the end of the 24-hour period,the pipeline is to have a free chlorine residual of a least 10 mgJl.Aller Fxa' 7. All valve-operating nuts shall be within 36"of finished grade,otherwise valve operating nut extensions will ,y ,i \ \ ( satisfactory chlorination,flush the water from the line until the water throughout the pipeline is equal o a d ec ` a _ chemically and bacteriologically to the permanent source of supply. a a be required. �R��, .�� t�,j 8. Poured concrete thrust blocks of at least eight square feet of bearing surface are required at each tee, i �\ v>E L• Dispose of the disinfection water in an approved manner. Do not allow disinfection water id flow into a TJ DATE cross,and bend locations(see details for minimum bearing areas). waterway without adequate dilution or other satisfactory methods of reducing chlorine residuals to a safe DRWN JTJ 2/10 24+91'M{jJNLIN€' b / level as mandated b DEC. After disposal and flushing of the disinfection solution,there will be another DSGN JTJ 2/10 9. All 2-inch water services shall consist of a MJ x 2"IPT tee and 2"IPT x 110 compression fitting as � ,i ! j j Y p g manufactured by Mueller Company. End Project' 1 24-hour retention period prior to bacteriological testing.Bacteriological tests will be taken by TPW. CHKD JTT 2/10 10.Fire hydrant assembly consists of a MJ x 6"Fig.(Flange)lee,6"Fig-x MJ gate valve,6"MJ x MJ holding i` ��`,� �'• L 15.Provide an Eclipse No.88 Sampling Station manufactured by Kupferte Foundry,St.Louis,MO 63102. spool,and a Modern Mueller Centurion fire hydrant,A-442,6"MJ,5-1/4"MVO,3-port(2-2%"NST hose r/-j• •\ \ j The sampling station shall be 2'-0"bury,with a%"FIPT(Female Iron Pipe Thread)inlet,and a'/<" wo connection,14%"NST pumper),1%"pentagon operating nut,opening left,color:yellow;Approved %% /' % I '\ �-�___ __i - unthreaded hose nozzle.All sampling stations shall be enclosed in a lockable,non-removable, w w , Mueller aluminu the ng on no key for 11.Each Equa(fire hydrant shall be installedon upon aupre-formed s Pacer oo etre a bow lockwith 1%cubic yards of crushed 2"- !�on. / i5 cnn"st j/^ \• //j - water will flowlin an all--brass waterway.When .All working partslw II be shallrequire bgrasseand be removable from bo e w W drain rock.Tarpaper will be laid on top of the drain rock to separate the rock from earth cover. /'�/ _ - v, / j ground with no digging. A copper vent tube(standard)will enable the sampling station to be pumped free 12.All sanitary sewer lines within 10 feet laterally or 3 feet vertically cis water main shall be encased in a 'j% :tom, / \• r of standing water to prevent freezing,and to minimize bacteria growth.The exterior piping will be brass, o z reinforced concrete jacket 6"thick for a distance of 10 feet on both side of the crossing.Where crossings %! \ -.---".� j-- and a W ball valve shall be provided in place of the%"pet cock on the vent pipe. are necessary,they must be made at approximately 90 degrees with at least 18"of separation below the : / j 16.All water meters connected to an irrigation system must have the proper Oregon State approved backflow <m a W water line. i% •� /) �•� �••� j ,I prevention device,minimum of a DCVA(Double Check Valve Assembly)installed on the property side of w® UJ 13.All mains with a static pressure up to 100 psi(pounds per square inch)shall be tested at 150 psi for 1 ` ` ' the water meter. In addition,every meter for commercial,multi-family,industrial,and institutional service, z G hour with a maximum loss of 5 psi.Water mains with a static pressure greater than 100 psi shall be 40+00'99WLI NE' regardless of size,shall have the proper Oregon State approved backflow,prevention device minimum of ® z U) pressure tested at 1.5 times the static pressure for 1 hour with a maximum loss of 5 psi. Begin Project a DCVA installed on the property side of the meter. The backflow prevention device shall be installed and N yr 5 LU tested by the owner,with the results forwarded to TPW Water Division,before water services can begin. m mx o ~ 18+89'MAINLINE' 4+71'HALLLINE Begin Project End Project w w � m ca NOT REVISED AS CONSTRUCTED SHEEP N0. DECEMBER,2011 168 OF 179 SHEET TITLE W-1 General Notes., Construction Notes ED PROF SCALE FEET Restrain All Joints G I NF Ff fj 1. Contractor shall prepare a construction 20 lb 20 40 PACIFIC HWY WEST(OR99W) SEE SHEET W-3 O Connect to extg.8"waterline �\ FN F� sequencing plan and submit to City of Tigard =____ _ e rte__ k -- Inst.12"fee 57790PE 9 Public Works,Water Division for review& °.�lr 'i✓v °'' �, - -� Inst.12'x8"reducer approval wks prior to commencing construction. % (For connection detail,see sht.W-12) ORIGINAL SIGNED BY PP P 9 "SRT o � � 4 — �(D 2. Contractor to protect existing and new waterline `Xm a o o Inst.12"Wk,45°bend f461 Yf W� / S� 71 2 Jp from damage by construction vehicles during — o J 9 m Inst.12"butterfly valve T.N R construction. �� - M (For detail no.'s 561&563,see sht.W-10) 3. For waterline within limits of hazardous material EXPIRES: 06/30/10 "per Inst.503 LF 12"D.I.waterline „s zone(see sht W-5 for limits),water gaskets � �_ �� o 0 os' 111 PROJECT NUMBER J shall be nitrile type gaskets or approved equal. sem- R °�} Pt1 (For detail no.180,see sht.W-7) 0567 --� -� — �� i 13 w° Fs 3 12 4 Inst.fire hydrant assembly �V-,) 2 Inst.30 LF 6"D.I.waterline (For detail no.542,see sht.W-9) o � � 21 --,gin- MAINLINE O6 Inst.12"22 i°bend(actual 20.7) l ysT .,__ -- % �� Inst 12 22 z°b end Inst.12 45 bend O 2?_N`J W �K Q REVISED AS CONSTRUCTED 'MAIN LINE'-PROFILE 4 94.4 o J DECEMBER,2011 __— fisting fib r o v THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON estrai All Jo'nts tics duct bank m m INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND 196 u z WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS 196 �- BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, :E 3 AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD ia-a DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN rn d N INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD194 Exist g grow d + a 194 p 4 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. — aa BY DATE E7ctq 12'D.I. DRWN JTJ2/10 / 192 Approximate DSGN JTJ 2/10 finish rade @ water I ,e CHKD JTT 2/10 '� E +I ne N h 190 m > h' a of U 190 o % c w LU IFNF. LL 188 o rn�° N n i i� 12Q.1. a� c 188 o NU 4 O + o a °u LTJ 186 0 186 Z +M _ X 24+00 25+00 �a y a w 184 Q € 184 o J F Z < h O9 Inst.12"tee,12"butterfly valve(E&S) 12 Remove extg.8"waterline after final a D N (For detail no.'s 504&505,see shts. testing&approval of new waterline R �oi 182 H 182 W-7&W-8 'Main Line'Sta.20+06 Lt.to CID n We II For connection detail,see sht.W-12) Sta.21+79 Lf. 11 aw 10 Connect to extg.12"D.I.waterline 13 Inst.1"water service and connect to y 18 180 (For connection detail,see sht.W-12) extg.meter SHEET NO. C1®® iBB or ITB '® ® pproxi ate Ex L 12"S nitary 11 Remove extg.fire hydrant 14 Inst.sampling station SHEET nnE W_2 20+00 21+00 22+00 23+00 (For detail no.572,see sht.W-10) °� FD PROF Restrain All Joints SC LE FEET�,� F � II m I � I rol I V 20 10 0 20 40 �� GINE � ��Pn; — d I I Construction Notes 577s0PE RW d ORIGINAL SIGNED BY 1/ i 3 KIS U I I 15 1a 3 15 1a O Remove ext .12'x6"reducer& U GJ - 5 15 7 I a s` 10 c� C9 6"gate valve y G Zoo Z Connect to extg.12"waterline pN t RSO 1 , Z i Inst.12"butterfly valve T. (For details no.'s 504&505, Q --,� d, - -�.® �. 1I--.- I" I ,f`I-� I EXPIRES: 06/30/10 W see shts.W-7&W-8 PROJECT NUMBER For connection detail,see sht.W- ) � ail s 12 0567 r- — — O Inst.12"22 1'bend / 2 4 B SW GREENBURG RD II'T Inst. I a 'GREENBURG LINE' 72 4 I q i �i 1___ __________ ___ ____—°—_g�q1_ _ O3 Inst.1"combination air&vacuum valve Main connection at high point f _ _ — — — 7 f I — � (For detail no.590,see sht.W-11) aIT, �, —_ — — h,J �'r ��.i � O4— ,_ __ � Inst.290 LF 12"D.I.waterline � T ' lIl )��` � -- (For detail no.180,see sht.W-7) — — Existing — R/W 13 Inst.12"wye,12"butterfly valve, ! O Inst.12"11 4°bend(actual 14°) ° 12"x 6"/ reducer,6"butterfly valve I O Remove extg.6"waterline after final(For details no.'s 504&505 0 General Notes: see shts.W-7&W-8 testing&approval of new waterline 1. Contractor shall prepare a construction sequencing plan and 3. For waterline within limits of hazardous For connection detail,see sht W-11) z submit to City of Tigard Public Works,Water Division for review material zone(see sht W-5 for limits),water O7 Inst. 1"water service&1"meter w w and approval 2 weeks prior to commencing construction. gaskets shall be nitrile type gaskets or 14 Remove extg.water service Inst 1"double check assembly 2 approved equal. (For detail no's.520&530, o o 2. Contractor to protect existing and new waterline from damage b 15 ;? see shts.W-8&W-9) p g g y 'GREENBURG LINE'-PROFILE Inst.1"water service&a"meter m construction vehicles during construction. TInst.2"double check assembly O Inst.12'x8"fee,12"butterfly valve, _ € (For detail no.'s 520&530,see shts. 8"gate valve °- 198 —— ' 3 W 8&W-9). 198 (For detail no.'s 503,504,&505, a > Existin 24" o o a x see shts.W-7&W-8) ° steel c sing ` o a a s 196 o". N .y a y a Appro "mate fit ish grade 196 Og Inst 31 LF 8"D,1.waterline BY DATE a_ + w v + w a @ water line Connect to extg.6"waterline with DRWN JTJ 2110 xisting ground @ 8'x6"reducer DSGN JTJ 2/10 194 12"D.I. water hi e Z 194 (For detail no.180,see sht.W-7) CHKD JT 2110 Extg, 2"D.l. o h w gabc 10 Remove extg.fire hydrant 192192 = `� LU ai.m is y a m J +w + j a + 3 11 Inst.fire hydrant assembly y LL 12"min. Inst.9 LF 6"D.L waterlinez 0 iu 190 190 (For detail no.542,see sht.W-9) � a� a � J 12 Inst.25 LF 6"D.I.waterline z o Z 188 ++ c 188 Connect to exig.6"waterline a a z g o w (For detail no.180,see sht.W-7 ri r a ro 186 0 3 �� 186 For connection detail,see sht.W-11) 2 a i2 z w R strain It Joi is REVISED AS C®NSTRUCTED € = 0 184 ° ' 184 DECEMBER,2011 w . Q THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON (U' INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND. d.. ^ N o h m a WASHINGTON COUNTY INSPECTION STAFF.YrtillE THIS INFORMATION IS y + 'n + + + .N-m co BEl1EVE0 TO BE RELIABLE,Y7HPACIFlC CANNOT ASSURE ITS ACCURACY, SHEET NO. AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD 26+00 27+00 28+00 .514 y -DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 170 OF 179 INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD SHEET TITLE 29+00 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. W-3 "� ao 20 01 PR SCALE Restrain At I Joints scA�E 0 10 0 FEETRr ANG I NE4 �� SEE SHEET W-3 2 a 5779OPE ORIGINAL SIGNED BY u � � a Construction Notes J0� w �\ O Remove exig.12"waterline after final testing&approval of new waterline EXPIRES: 06 30/10 ' y ITI PROJECT NUMBER O Inst.12"22 z'bend 0567 �\ PACIFIC HWY WEST(OR9 ) Centerline — _ In XM O Inst.1"water service&1"meter — y Inst.1"double check assembly H? o ;E o w> + N �+ (For detail no's.520&530,see slits.W-8&W-9) 2 se„ I \\ ,2 s s B '99W LINE' 11 W cn O Inst fire hydrant assembly ------ O + Inst.20 LF 6"D.1.waterline � '�,,��=-------- ---__�— ---- ---- Cil • � <k' — — _- — (For detail no.542 see sht.W-9) 6 O Inst.665 LF 12" waterlie (For detail no. 801.see shtnW--7) New curb s L Remove ex(q.water service SEE SHEET W-2 9 O9 Inst.2"water service&2"meter Inst.2"double check assembly o o (For detail no's.521&530,see shf.W-8&W-9) o� z o 99W LINE'-PROF/LE 10 Remove exfg.water service&valve box is <� Remove existing fire hydrant 4c a a 204 _ —— — 204 BY DATE � — — General Notes. DRWN#iTip., 10 — —— — Approx ate fin sh e —— 1. Contractor shall prepare a construction sequencing DSGN "'CHKD 1 202 grade wafer ine + a_ 202 plan and submit to City of Tigard Public Works, w —— — Water Division for review and approval weeks i— c u! E prior to commencing construction. ,~n t3 w 200 / Fh 200 ?ci J 2. Contractor to protect existing and new waterline a LL _ 12"0 I from damage by construction vehicles during W198 198 construction. a iL a °I Exi ting gr andoint rain A _ - - 3.For waterline within limits of hazardous material N o1 J Z Z 196 i i @ ater fin stin 1 FR—es _--- 196 zone(see sht W-5 for limits),water gaskets shall be r 0- E "y I sa itary sE war - nitrile type gaskets or approved equal. m 93 Z rn 194 i ---- E A9_• 194 REVISED AS CONSTRUCTED mN w W i - -_-- - _-_-- --- _ DECEMBER,2011 192 I _--- 192 THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON E Iwa ain mi imum 1 "vertiC I sea tion be een b ttom o new 12 INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND P WASHINGTON COUNTY EDINSPECTIONTHE STAFF.WHILE THIS INFORMATION IS y linead top of existing 10"san'taiy se er BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD SHEET NO. DRAVNNG OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 171 OF 179 40¢00 41¢QQ 42+00 43+00 INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICA RON. SHEET TITLE W-4 ��FD PROFFS Restrain All Joints SCALE 20 1 o zo a0 FEET NORTH `��Nc i veFR 5779OPE o ------------ Construction Notes ORIGINAL SIGNED BY _ — — —— ——— —— R1 O Inst.fire hydrant assembly y G o6 € Inst.12 LF 6"DJ.waterline r0 71• Zo SOS n to PACIFICHWYWEST OR99W _ ®` (For detail no.542,see sht.W-9) N T = m o / v ns O It.2"water service&2"meter / m EXPIRES: 06 30 10 r- v Inst.2"double check assembly PROJECT NUMBER (For detail no's.521&530,see sht.W-8&W-9) 0567 Ill I� + v 0\ Co �4 �1 0 0 '99W LINE' w 5 g / I O3 Remove extg.water service 10 6x0 W '--------------- --L ---- ---- \ --- -----s --�--�-amu-- t O4 9 Inst.3„water service&4„meter _ Inst.4"double check assembly (For detail nos.520&530,see slits.W-8&W-9) /� O Inst.12"45°bend-2 /No y ,� `•I �6 Inst.1”combination air&vacuum valve New curb / `/: �V• •J ” �' Main connection at high point (For detail no.590,see sht.W-11) nn�� \ 1 / 2 3 11 3 a O7 Inst.sampling station _Q �1 (For detail no.572,see slit.W-10) W o \ 7 a � � f/ O8 Inst.1"water service&1"meter � o SE SkT 1 / (For detail no.520,see sht.W-8) MATCH LINE STA 46+65 O9 Inst.nitrite type gaskets or approved equal inC2 " area of known contaminated soils. Dispose of o z o contaminated trench spoils according to special provisions. n '99W LINE'-PROFILE z °a d y o 10 Inst.butterfly valve ° (For detail no.'s 504&505,see sht.W-7&W-8) DATE DRWN JTJ 2/10 Afinish ade pprox y w — DSGN JTJ 2/10 Existin group @ �.........' P08 11 Remove ext 12"waterline after final testing& 206 @ waterline ........ .....•. 9• 9 CNKD JTT zno water 1 flu — approval of new waterline W 204E ;; ;.; {{ 204 General Notes: z ci J_ 1 1. Contractor shall prepare a construction sequencing plan ' LL 202 2"D.I. 202 and submit to City of Tigard Public Works,Water Division o i for review and approval weeks prior to commencing a Q n 0 construction. N® 200 ~ 200 Approx.limits ot 2. Contractor to protect existing and new waterline from -J _ - cont minafe soil damage by construction vehicles during construction. N m w estrai All Jo pts LJ 198 __--- -- _ - j (0-5. 'depth ange) 198 �J 3. For waterline within limits of hazardous material zone(see = o -- Ext9 90°SS this sheet for limits),water gaskets shall be nitrile type m N W gaskets or approved equal. w Q aintai mirvm m 18" rtical s paratio betwe n botto m of new 12"waterline and top of existing 10"sanitary sewer. 45+00 46+00 44+00 NOT REVISED AS CONSTRUCTED SREET Mo. DECEMBER,2011 1720E 179 SHEET TITLE W-5 101 PRO FFS Restrain All Joints SCALEFEET ANG I NeFR`r/� zo 1 o zo ao NOR,N Construction Notes 57790PE 9 "m^" water ORIGINAL SIGNED Y Inst.1"doublechecka a"meter -ti 1 Inst.I"double check assembly cDo sp 4 W W I (For detail no.'s 520&530,see shts.W-8&W-9) Inst.325 LF 12"D.I.waterline 0N TRS P ;LL I " " ago ; O (For detail no.180,see sht.W--7) T. �W" e o 0 o 0 EXPIRES: 06 30/10 O3 Inst.12"22 z°bend(actual 24.2°) i 41— PROJECT NUNBER 0 o E- 0567 f Inst.2"water service&2"meter Inst.2"double check assembly ,N -8&W-9) .+ (For detail no.'s 521&530,see shts.W 0 Inst.12"butterfly valve s——————_ Nm"-- (For detail no.'s 504&505,see shts.W-7&W-8) 10 3fl---11 �,wu+vs �0— ------------ BtFN--- 5 a X. v O7 Inst.fire hydrant assembly o CT%`/ — _ - G Inst. ,10LF6"D.l.waterline (For detail no.542,see sht.W-9) 4b e z O Connect to extg.6"waterline g 'HALL LINE'-PROFILE Inst.12"x 6"reducer o U Inst.12"45'bend " (For connection detail,see sht.W-11) c o z z zp P 3 3o z N c w aa o3 N o c Ex sting ground ^ y * 206 � l r service206 0 a a __ +a w a ° W_ W_ + a 3 11 Remove exig.6"waterline after final testing& BY DATE 204 —— —— 204 approval of new waterline DRWN JTJ 12110 DSGN JTJ 2/10 JTT 2/10 202 General Notes: CHKD 202 I. Contractor shall prepare a construction sequencing plan w and submit to City of Tigard Public Works,Water Division v, Appro 'mate fir ish a � 12" .d — for review and approval weeks prior to commencing grade water tine 200 z W 200 construction. �N LL o z LL 198 2. Contractor to protect existing and new waterline from a aa 198 damage by construction vehicles during construction. .6 Eu 12"min. ® _ aZ O 3. For waterline within limits of hazardous material zone(see g J 196 $- 196 sht W-5 for limits),water gaskets shall be nitrile type gaskets or approved equal. �Qm < W Q oz 194 194 r � REVISED AS CONSTRUCTED 'm y W EE strain it J�1 tS DECEMBER,2011 Q 192 192 THIS RECORD DRAWING HAS BEEN PREPARED,IN PAT, Cry m NFORMAHON FURNISHED BY THE GENERAL CONTRACTORBASED AND UPON WASHINGTON COUNTY INSPECUON STAFF.WHILE THIS INFORMATION IS to BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, SHEET NO. AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 173 OF 179 47}OO 48+00 49+00 SO+OO INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD SHEET TITLE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. W-6 ol D PROF�s�j� 57790PE ORIGINWL SIGNED RY 9SU�. 1t, `L°°�o�C� �1 T. �RJ EXPIRES: 06 30 10 SAWCUT PROJECT NUMBER 0567 �p 'SUN OUTSIDE OFVMIN OUTSIDE PAVEMENT Y/ITHIN PAVEMENT W U N 4 p PAVEMENT PAVEMENT 1n Y W PROVIDE VALVE OEERATNG H m 16"CAST IRON 910 BOX NUT EXTENSION SEE DETAIL WS e 18"CAST IRON 910 BOX U Q PROVIDE o 2E ICK CONCRETE:- FINISHED GRADE N 4"THICK PAD(SEE NOTE 4) U HAND TAMPL SECT - o AROUND TOP SECTION 6"MIN. Ja o 12"A1AX. ov U 2 m W 6"ASTM 3034 PVC HAND TAMP BACKFILL o AROUND TOP SECTION 2 W U OPERATING NUT EXTENSION - 6"ASTM 3034 PIPE w m O d p (SEE DETAIL N0.505) BUTTERFLY VALVE `�BOTTOM SECTION _w a•i¢ ENDS AS SPECIFIED J i w MIN �6"MIN o 0 p 6"MINBEDDING BELOW OUTSIDE OF PIPE BELL ¢ 0 Z NOTES: ��iy/%�///��\/�/�y/'\i`�� NOTES: '`/\\�/,`' GEAR OPERATOR ren a o 1)VAL eox NOT TO REST s 1)VALVE BOX NOT TO REST ON OPERATING ASSEMBLY. P' TRENCH FOUNDATION ON OPERATING ASSEMBLY. a a OZ STABILIZATION,AS REQUIRED 2)OPERATOR EXTENSION 2)OPERATING NUT EXTENSION REQUIRED WHEN VALVE NUT REQUIRED MEN VALVE NUT BY DATE IN IS DEEPER THAN 3 FEET IS DEEPER THAN 3 FEET 24" O DRWN*lTlFROM FINISHED GRADE. WFROM FINISHED GRADE. SEE DETAIL WB. 24 DSGN NOTE: 3)CENTER VALVE BOX ON 3)CENTER VALVE BOX ON I CHKD AXIS OF OPER.NUT. 1 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. AXIS of OPER.NUT. () 4)PROVIDE 24"SQUARE BY 4"THICK W 2. JOINTS TO BE TACK AND SANDED. CONCRETE PAD AROUND VALVE 24"-�) 4)PROVIDE 24"SQUARE BY 4"THICK N TJ) 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. eox OUTSIDE OF PAVED AREAS CONCRETE PAD AROUND VALVE BOX AS SHOYN IN CONCRETE PAD DETAIL CONCRETE PAD OUTSIDE OF PAVED AREAS AS SUMER IN CONCRETE PAD DETAIL y Iiiu Q CONCRETE PAD aouseel e.mowa TYPICAL GATE Dxc�No _ +� N _ TRENCH ® TYPICAL BUTTERFLY no soap z LL �1 d e(F- , m to,® BACKFILL 1 80 VALVE 503 Lu ®J mm VALVE an oT raam N® a zE Z 3 F- yJ U) m w a Z �s o w JIM Q 0 NOT REVISED AS CONSTRUCTED n SHEETNO. DECEMBER,2011 174 OF 179 SHEET TITLE W-7 PRGiNNE OFRsP 5779OPE l ORIGINAL SIGNED BY 9sG�. 11, 2°° 0� 0 T. RJ EXPIRES: 06/30/10 PROJECT NUMBER 0567 H1Y v° y OR BEHIND SIDEWALK z o o W ]'-0" OR N NO CURD WHEN NO SIDE\4ALK FINISH GRADE 18"CAST IRON 910 SIDEWALK i_ VALVE BOX TOP 2"OR 1 1/2" 17"X30 X12 ROTOCAST METER BOX METER W/17"X30-ROTOCAST LID W/TOUCHREAD HOLE 30"MIN SERVICE LINE DEPTH W/x2".ROTOCAST METER BOX. w/12"x OL ORE w/TaucH READ HOLE OR EQUAL " SIDEWALK ADJACENT TO CURB i"SOH.80 STEEL PIPE SHAFT 2"FLG X COMPRESSION ANGLE 2'Sp.OPER.NUT--.— OR I'SOLID STEEL ROD5'–O' 8'-0"PIE STOP(FITS 1 1/2 APPLICATIONS) z� IS p i/8"U-11IA i'_6 MJ X TAPPED IS o i/4"MAXIMUM 2"TEE s°IAA%, cLEARANCE 2"TYPE"K" :;�: COPPER PIPE 30:MMINSERVICE LINE DEPTH -+ ROCK GUARD 1/4"SR.PLATE TO BE 5 3/4"DIAMETER 12"x20"ROTDCAST METER BOX, zM W/HOLE IN CENTER E TW/12"X20°COVER 14/TOUCH MAIN LINE ACCOMODATE MOVEMENT READ HOLE OR EQUAL COPPER BE ov. O OF SHAFT AS NEEDED p 2 1/2"x 21/2"X 3/5"LONG TOP PCRAFTCOLLAR SUPORTYIELDED SIDEWALK WITH PLANTER STRIP AT CURB 2' MITT%COMPRESSION CORP ry Z STEEL FLAT BAR o ?2 OG, ASTM 3034 PVC PIPE CUSTOMER SIDE Q S' 3"x 3/B'x 2°LO W STEEL SQUARE TUBENG —� N K F 2 8-10" 0 FOR SEE PLUMBING CODE NOS; a z O-Q �_ COVER CONTRACTOR OF CONTRACTOR TO INSTALL MJ X TAPPED 2"TEES AT 90'ANGLES TO METER BY DATE LOCATIONS. HORIZONTAL&LEVEL. DRWN JTJ DAT Uk 4"MIN DSGN JTJ 2110 3/4°-0• METER CHKD JTT 2/10 NOTES: ROCK ANGLE BALL METER VALVE NOTE: 1.SURVEYOR TO INSTALL GJARRARY HUB MUELLER B2425B AND GUARD STAKE OR GUARDBTAKE AT (] 1) EXTEND 2"NUT TO WTHIN 18°OF FINISH GRADE LOT LINE FOR METER INSTALLATION. 5/8"X 3/4"X 1"OR EQUAL W I4HEN VALVE NUT IS DEEPER THAN 3 FEET FROM 2.BOXES SET IN CONCRETE SHALL BE 1"TYPE"K"SOFT COPPER TUBING W FINISHED GRADE NEXT SIZE LARGER –SEAMLESS 1- F J 3.CENTER Of METER BOX TO BE OFFSET (n V FROM PROPERTY LINE. mN � W m no scn� xo scnlc a z ® OPERATING NUT exec o - 3/4" & i" LL ® ®' - EXTENSION 505 ®-a WATER SERVICE 520 ®'v _ WATER SERVICE 529 N p N mco K J W 2 0 LLIW MM W Q y SHEET NO. NOT REVISED AS CONSTRUCTED 175 OF 179 DECEMBER,2011 SHEET TITLE W-8 PRGINE OF�s�j9 57790PE l ORIGINAL SIGNED 6Y 9S uG(• 11, 2��C) °�v EXPIRES: 06/30/10 PROJECT NUMBER 0567 �zG�{ SIDEWALK ADJACENT TO CURB BREAK FLANGE SIDEWALK 18"CAST IRON 910 _ MIN MAXVALVE BOX TOP � 6" .ill :.•. _-.. WATER METER / • 3 1 1/2 '4""DR ROC PLAN TAR PAPER(MOISTU METER BOX 6"DUCTILE IRON PIPE RESTRAIN ALL JOINTS W/ 1"UNION EACH SIDE DOUBLE CHECK "FIELD LOK°OR EQUAL GASKETS ,( VALVE ASSEMBLY TO IRRIGATION I 6"NG(EE(EBG RETAINER m GLAND AA IRON) 12 TO RESIDENCE BLOC -18 RETE PIER 5"GATE VALVE ¢ FLG.x M.J. M.J.x 6"FLG.TEE35 6„ PLAN SIDEWALK WITH PLANTER 2.0' J o WATER METER STRIP AT CURB OO METER BOX DOUBLEK SIDEWALK 3"MIN. o /// NOT TO EXCEED tt"�aBLY MAX.BREAK FLANGE -CRUSHED ROCK BASE) 24"DEPTH ELEVATION 1.HHYDRANTS TO BE MODERN MUELLER CENTURION,A-442,(OR APP'D EQUAL)6"MJ,5 1/4" B z 0 MVO 3 PORT-TWO 2 1/2"PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOVANG:BOX SPECIFICATIONS A. OIL RESERVOIR DEVICE SIZE BOX TYPE B. BRONZE ACTUATION NUT1"UNION EACH SIDENOT TO EXCEED C. BRONZE SEAT RING 3/4"-1" BROOKS#1419 SERIES OR EQUAL 24"DEPTH D. WEATHER SHIELD CAP O F 1 1/2"-2"ICARSON 1730D P15L OR EQUALQ CRUSHED ROCK BASE E SAFETY SLEEVE COUPLING d a Z ELEVATION F. THREADED NOZZLES WITH AD RINGS INSTALLATION SHOWN IS ONLY A SUGGESTION. G. NATIONAL STANDARD THREADS BY DATE INSTALLATION SHOWN IS ONLY A SUGGESTION. 2, SAFETY CHAINS TO BE REMOVED. DRWN JTJ 2710 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 3. IT TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED i. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. BY DISTRICT FIRE MARSHALL DSGN JTJ 2/10 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. DHKD JTT 2110 COLICS IF BELOW GROUND INSTALLATION. 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST 5. NO OBSTRUCTIONS WITHIN 3'0'•RADIUS OF HYDRANT. COCKS IF BELOW GROUND INSTALLATION. - 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION. 7. VALVE BOX i0 BE IN ACCORDANCE WITH STANDARD DRAWING ND.503 OR AS APPROVED W AND CLEARER FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, I BY ENGINEER. N En FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. F- F- J FOR INSTALLATION. 9, INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) ON THE 4 1/2"PORT, LLI W 3 DOUBL ASSEMBLY E CHECK oem ero IRRIGATION DOUBLE ASown xa Ho scn�c w FIRE HYDRANT p„G.Na, a z LL SEMBLY 530 CHECK 531 H'. ASSEMBLY O 542 a a -a a N m j a F Lu N w W � LLI 10 NOT REVISED AS CONSTRUCTED n SHEET NO. DECEMBER,2011 176 OF 179 SHEET TITLE W_g ol I NE PROF�s��o� 5779OPE ORIGINAL SIGNED Y F., �N �R� EXPIRES: 06/30/10 PRWECT HUMBER 0567 V TY ""_IAMFKUPFERLETSIA'OOUNDRY CO.ECLIPSE NO.88 (TO BE SUPPLIED AND INSTALLED BY CONTRACTOR LIE ti svMVA TH t//4"BALI VALVE IN PLACE OF 1/4" PET C6CK ON EOVENT. TRENCH WIDTHE \ 3 7/2" -"—O"—/BRASS STANDPIPE AS REOUI R 12" BURY �f MIN /LID 910-C STYLE N MI 3000 PSI COMPRESSIVE STRENGTH .P GONG.THRUST BLOCK AGAINST UN015'NRBED N-' 18"970 VALVE BOX i0P(C.I.) EARTH-BEARING AREA CONCRETE SLAB ON BOTH SIDES OF PIPE (SEE BELOW) 3a CONCRETE MENTIONS TIE RODS WHEN ARE MINIMUMS- SECTION REQUIRED,AS PER 6"ASTM 3034 TOP PIPE REFER TO DRAWING NO.56 MANUFACTURERS 3/4"BALL CURB VALVE Wf o FOR BEARING DATA) RECOMMENDATIONS 12" COMPRESSION ENDS MIN MUELLER B-25209-3 ¢ TAPPED 2" - tt PLUG,CAP 3/4"AWVYA ,COMPRESSION 1- - CORPORATION STOP LL OR OFFER FITTINGS AS o3a oo MUELLER H-15008 REQUIRED m<. O j _ 3/V K-SOFT O wz COPPER(OOMESTIC)MAIN COMPRESSION x MIPT o z o m U EL MUELLER H-75537 SAMPLING STATION F S RETAINER GLIANF' DITCH USE o O a Z r 2 0 16• 4 0 CONCRETE SLAB IN. BY DATE a PLAN z z MIN DRWN JTJ 2/10 W w DSGN JTJ2/1 D QUANITITY BASED ON PIPE SIZE z a o MIN CHKD JTT 2/10 STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. - W 1. END OF LINE BLOW OFFS m Ox1Rg N (� 2. BUND TEES 3. BLIND CROSSES wa N rn 4. VERTICAL BENDS W NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT LLI 11 z ® STRADDLE BLOCK o xoE VERTICAL BEND ocNo o.Gexo ®$ '� ® ®o BLOCK 561 RESTRAINT 56� ®a SAMPLING STATION 572 zF Nm a W Z N Lu y SHEET NO. NOT REVISED AS CONSTRUCTED 177 C 179 DECEMBER,2011 SHE "'LE W-10 PR GIN so NORTH s� N 57790PE 9 ORIGINAL SIGNED BY 11, 2�� oti T Deflected to the North 06/30/10 d d d Q 4 d EXPIRES: PROJECT NUMBER a 0) 0567 6., a D M TANK VENT d ' MSA VENT CAP 07 BROOKS#37 METER BOX ., � '/ Q P- � (2)BOTTOMS REQUIRE 6"MAX 1"STREET EL 1"UNION 12"MIN i"AIR VALVE 18"MAX /—12"X 6"MJ reducer (COMBINATION AIR&VACUUM) New Water Meter I� Connect to extg.6"waterline 1"x 3"BRASS NIPPLE 1"90 ELL WATER METER IN SIDEWALK I o N.T.S. 1"BRASS 90'ELL 1"COPPER TUBING 1"x 6"BRASS NIPPLE I w 1/ S 1"BRASS COUPLING ///--- 1"CURB STOP Restrain All Joints O� OFF CORP 90'ELL 18"x 12"x 7'CONCRETE PAD @ p:y 1 CORPORATION STOP WATER CONNECTION DETAIL -HALL BLVD > NOTES: Sheet W-6 note 9 N.T.S. " 0 1. FOR 12"AND SMALLER WATER MAINS Q Z 2. VENT PIPING TO BE DAM a a BY DATE 3. SLOPE COPPER TUBING FROMDRWN JTJ 2/10 MAIN UP TO AIR VALVE 1%MIN. 12"MJ wye 12"MJ butterfly valve DSGN JTJ zllo <. LOCATE AS NEEDED OR REQUIRED City Of Tigard std.dwg.504 CHKD JTT 2/10 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES, U S. PROVIDED&INSTALLED BY CONTRACTOR. N (n N h Q A% 3 W 1" COMBINATION z z 6"MJ butterfly valve 0 LL p AIR & VACUUM VALVE 590 City of Tigard std.dwg.504 a� Q 12"x 6"MJ reducer z o Z s. a U)Q Uj S10 Z Z ®_ Extg.6"C,L ®®®®® 1 REVISED AS CONSTRUCTED 3 —C DECEMBER,2011 mZ vi �Q W THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON W m ~ 6"MJ wye INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND j Connect to extg.6"waterline WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS 3 7 /+ BELIEVED TO BE RELIABLE,VMPACIFIC CANNOT ASSURE ITS ACCURACY, y WATERCONNECTION DETAIL- GREENBURG AND TI1US IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD SNEET NO. CONNECTION l7/l ® /ll7 DRAWING OR FOR ANY ERRORS OR OMISSIONS RACY MAY HAVE BEEN �+ INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD 178 Or 179 Sheet W-3, note 12& 13 N.T.J. DOCUMENT ARE ADNSED TO OBTAIN INDEPENDENT VERIFICATION, SHEET TITLE W-11 D Straddle block 45°Bend PROF��' FSJ' Remove exfg,water tee,reducer,&gate valve 1 City of Tigard sfddwgno561 m �5 ��GINE , . . C, �, � Connect to extg.12"waterline 11 y Connect to extg.8° g9 12"MJ 22 21'bend � 57790PE l waterline SWMAIN ST. O��'� to Thrust block ORIGINAL SIGNED GY 12"D.l. Ext9.8"C.I. r` T. 12"MJ 11 41'bend 12 G® Remove Extg.valve a �9®® EXPIRES: 06/30/10 u1 12"MJ butterflyvalve Remove exig.water tee&connect W 01 NpRT PROJECT NUMBER 12"x 8"MJ reducer o City of Tigard std.dwg.no.504 to extg.12"waterline / ®®® e 0567 12"MJ butterfly valve T City of Tigard std.dwg.504 w g"G y (locate valve in center of island) j- Z N ® � NORTH tJ Thrust block WATER CONNECTION DETAIL -SCOFFINSIMAIN 12"MJ 11 4"bend o>. SheetW-2,note 1 N.T.S 0 �Z 12"MJ tee - Restrain Atl Joints w w �o 12"MJ butterfly valve SW GREENBURG RD. City of Tigard std,dwg.504 -- ~ Z 8 0 _ (_ rn Extg. 12"D.I.® 1 f)1. �� r 12° a o a o sti CB ® O z O ®ln 24"stl,casing t BY DATE ® � DRWN JTJ 2/10 12"MJ 221°bend 12"MJ butterfly valve CHKD JTJ 2/10 2 y CHKD JTT 2110 City of Tigard std.dwg.504 ci (Locate valve in center of island) N Remove extg.12"x 6"reducer& 6"gate valve " u) Connect to extg.12"waterline o? v WATER CONNECTION DETAIL -99W/MAIN "a,�� d Lu w Sheet W-2,note 9& 10 N.T.S. N o a� w a z z WATER CONNECTION DETAIL -99WIGREENBURG F � J Sheet W-3,note 1 N.T.S. Lu o Q REVISED AS CONSTRUCTED DECEMBER,2011 THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON ILI INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND 9g WASHINGTON COUNTY INSPECTION STAFF,WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,WHPACIMC CANNOT ASSURE ITS ACCURACY, N AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD SHEET NO. DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD 179 OF 179 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. SHEET TITLE EW-12 ILLUMINATION PLANa PROFFff PACIFIC HWY WEST AT GREENBURG ROAD C� E�GINfF9 fy NOTE: OR99W AT M.P. 8.95 e' 65552PE See Sheet IL-3 for Legend and Notes. ORIGINAL SIGNED BY uKr qp�G!Y 9, 200 4�F SCALEf; S C A w 0 0 20 40 EXPIRES: 06/30/12 COUNTY PROJ#2523 CITY PROJ# 0567 u= STA 12+01 C3 JB PL VW_ ��4� l 11 1 a: I r( I 1 o � / o SW GREENBURG RD_ — ' i r �i - / E �.I"�I --- ,j y � i _) J i , �, /� li � ✓A. o z N Z JB O sr�z.9s ' O PL _ JB O JB C2 I' LL STq n+n J;PL BY DATE D l:.•l l // �� ; DRWN MPD 2TN 10 10 CHKD CWR 2 10 13 / QI r Q zz LL z o p J z a w w m NOT REVISED AS CONSTRUCTED 3 E DECEMBER 30,2011 SNEET Ne. 148 of 179 SHEET TITLE IL-1 ILLUMINATION PLAN ��ED FROFFff PACIFIC HWY WEST AT GREENBURG ROAD ��S ��01NF�c� /y NorE: OR99W AT M.P. 8.95 65552PE See Sheet IL-3 for Legend and Notes. ,� ORIGINAL SIGNED BY ® 90 r G<Y 9 g® f SC ARBR - 0 20 40 EXPIRES: 06/30/12 ` COUNTY PROJ#2523 CITY PROJ# 0567 Y o: AY W EST PACIFIC p1R99W) - ,- L I r IIS 1 6 A 5- z f r 1': ? A7 IS STA 9.W ➢ 0 / 1.. 9+00 m o PL STA T*JJ PL 1 O F STA 6e63 PL A9 1 :' t r y � PL '> E. STA S+II :%. rl A8 -- -- -� i JB a a BY DATE as A6 DRWN MPD 2/10 DSGN TTN 2 10 CHKD CWR 2 10 PL Q A5 0�Z LL (=;v � ` V o Z / \\ O A3 da + A4 JB PL a a O r 3 STA 6x61\ PL STA]+39 p Z Q A2 ael�� -P> ` \ REVISED AS CONSTRUCTED -�sra s+Ba O DECEMBER 30,2011 m a �`zzx o IL THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON INFORMATION FURNISHED DV THE GENERAL z N " \\ JB CONTRACTOR AND INFORMATION IS NEVED COUNTYINSPECTIONSTAFF, W 2 Q \ k j WHILE THIS INFORMATION 1S BELIEVED TO DE RELIABLE, W AY KITTEAND US IS NOT SOCIATES RESPONSIBLE FOR THE ACC ITSACCURACY,OFRACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OFT 9TA 4+6B RECORD DRAWING FOR ANY ERRORS OR OMISSIONS WHICH N MAV HAVE BEEN INCORPORATED INTO IT ASA RESULT.THOSE RELYING ONTHIS D RECORDUMENT ARE ADVISED TO OBTAIN SHEET NO. VE INDEPENDENT VERIFICATION. 149 0f 179 SHEET TITLE IL-2 LIGHTING NOTES: LEGEND ti��D PROeFf�o 1. LIGHT POLES SHALL BE PGE APPROVED ALUMINUM. 65552PE MANUFACTURER: CATALOG NUMBER: J INSTALL 11'X 24°PRECAST CONCRETE JUNCTRION BOX FOl HADCO CP6399 ® STREET LIGHTING PER 00P.G.E.REQUIREMENT. S VALMONT/LEXINGTON 35 -85106D4 ORIGINAL IGNED BY s HAPCO 41-231 FOR SW GREENBURG ROAD ON POLES RTA8M35AAD1832D UNION METAL 920-B115-Y260 . INSTALL(S)INCH PVC SCHEDULE 40 ELECTRICAL CONDUIT. 2. ANCHOR POLE FOOTING SHALL BE PGE APPROVED PRE-CONCRETE.THE PGE APPROVED 9O �y 9. FOOTING FOR/4 FOOT ALUMINUM ANCHOR BASE IS: F O PL INSTALL POLY PULL LINE(500#MINIMUM STRENGTH). f MANUFACTURER: CATALOG NUMBER: C1 C3 S C A A 0 UTILITY VAULT COMPANY 7 L(16 FOOT POLE) 5CL-LB-PGE(35 FOOT POLE) (N INSTALL COBRAHEAD LIGHT POLE(C)NUMBER(N) G� EXPIRES: 06/30/12 3. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES.PGE APPROVED BOXES ARE: C COUNTY PROJ#2523 MANUFACTURER: CATALOG NUMBER: CARSON INDUSTRIES H1324-18-3RYE20J00 (N INSTALL ACORN DECORATIVE LIGHT POLE(A)NUMBER(N) �O CITY PRO)# 0567 SYNERTECH(UTILITY VAULT) S1324HBBOA(LID)+FL-30-18(BOX) Ar INSTALL(N=NUMBER)NO.(G=AWG WIRE SIZE)TYPE THWN WIRES ° NEWBASIS(ASSOCIATED PLASTICS) PCA132418A232 © - STRONGWELL(QUAZITE) PG-1324-Z501-17 CDR PA-10-1324-18C2 o"'cv C2 ARNORCAST A6001946APCX18 i HIGHLINE PHA1324Ht8SE1 LIGHTING TABLEU. ` °ELECTRIC"OR'POWER'SHALL BE IN THE LID MARKING AREA. ROADNAY LIGHT LEVEL UNIFORMITY l r m'- 4. LUMINAIRE SHALL DE PGE APPROVED WITH 200 AND/OR 250 WATT BALLAST,M-GILL LIGHTING PATTERN. RECOMMENDED 1.20 fc 3.0, I THE PGE APPROVED LUMINAIRE IS: SW MAIM 57 J IJV W DESIGN 1.34 fc MANUFACTURER: CATALOG NUMBER: RECOMMENDED 1.20 fC 3.0 r 1 HAD CO(SW MAIN ST) C6399C SW GREENBURG RD Ill` A 7 w GENERAL ELECTRIC(SW GREENBURG RO) MSCL25S3N22FMC3006 DESIGN 1.45 fC 3.0 r 1 F' GAF Ic All x' S. THE LAMP SHALL BE PGE APPROVED 200 AND/OR 250 WATT HIGH PRESSURE SODIUM: PP A10 O MANUFACTURER: CATALOG NUMBER: ` A9 GENERAL ELECTRIC LU200 U AE I-.`: PHILIPS A LU200 ' A8 Q PHILIPS LIGHTING C200S66/ALTO 1'ij ,: m m 6, THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED TWISTLOCK,FAIL-ON,ELECTRONIC,105-300 VAC, /''` A5 o 0 60 HZ,PER ANS1136.10,BRONZE HOUSING,1.5 LUMEN TURN-ON,RATED 1000 W TUNGSTON(1800 VA BALLAST), I. O3 PL CD N m 1.5:1 TURN-OFF/TURN-ON RATION,SOLID BRASS PLUG BLADES,CONFORMALLV COATED CDS CELL,160 JOULE - ROAD •t(w\ A.3 A4 a MOV,2-4 SEC.TURN-OFF DELAY.PGE APPROVED PHOTOELECTRIC CONTROLS ARE: A2 U o MANUFACTURER: CATALOG NUMBER: ,�,.:F VARIES O n SOUTH CONN 6390BRZ-PGE ,,' ;,,..•„• A I n U ACUITY BANDS(DTL) D124-1.5-1704 �... ....:....... ,,(,,,P., REVISED AS CONSTRUCTED TYCO(ALF) 6290NPS-BR LIG (•:•; '� I O J TORK 5217-BR PoL F DECEMBER 30,2011 a SUN-TECH S124-1.5-STM-BR 1! o z Z FISHER PIERCE FP7673C-MCBE &1 3C ;'I. 8'(TYP) _z 0 O THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED LL y 7. #10 AWG,600 VOLT,3-CONDUCTOR,CLASS B STRANDING,THPE TC,WITH SUNLIGHT-RESISTANT 45-MIL PVC JACKET. t UPON INFORMATION FURNISHED BY THE GENERAL Q W SUITABLE FOR DIRECT BURIAL INSTALLATIONS,INSULATION TO BE BLACK,RED,AND GREEN PER NEMA WC-7 FOR _ CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. NEC APPLICATIONS(TFN,THWN,THHN),WITH FILLERS OR BINDING TAPE ADDED TO PRODUCE ROUND OUTER JACKET, 1 '!"''.'.'"( 3 PL WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, N=o RATED 90 DEGREE C DRY AND 75 DEGREE C WET,1000 FT NR REELS,JACKET TO DISPLAY SEQUENTIAL FOOTAGE KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, O F 0 MARKINGS.2REEL LABELS,ONE ATTACHED TO THE OUTSIDE FLANGE SURFACE,ONE ATTACHED TO THE DRUM AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS WRAPPING;EACH TO DETAIL TOTAL FOORAGE,INSIDE OR STARTING FOOTAGE. RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH gy DATE LL TYPICAL STREET LIGHT DETAIL (IN SIDEWALK) MAYHAVE BEEN INCORPORATED INTO IT ASA RESULT,THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN DRWN MPD2/10 LUMINAIRE LAMP NOT TO SCALE INDEPENDENT VERIFICATION. DSGN TTNZ 10 j MOUNTING LENS DISTRIBUTION NOMINAL TYPE INITIAL STREET CHKD CWR 2 10 HEIGHT WATTS LUMENS n 16 FT. ACOft M-C-III 200 FPS 22,000 SW MAIN STM W 0 U 3 Y W 35 FT. JCOBRM-C-111 1 250 1 FPS 28,000 SW GREENBURG RD •, m GENERAL NOTES 3 PL F.: Q ROAD • O Q 0 3 g h E 1.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO P.G.E.OPTION°B” :;r�.:�,:.:, •y'a.,,• ROAD F- L LU SPECIFICATIONS.ALL MATERIALS AND INSTALLATION SHALL BE APPROVED " VARIES ::1.,' VARIES 6m a � y BY P.G.E. I I ^•I' K d 2.ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT STANDARDS 1.RYP.) 1 �/ ',�;; 4'Rl'PJ ZO } Z OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA)AND ( O3 PL PoL Q 6 = THE UNDERWRITERS LABORATORIES,INC.(U.L.).WHEREVER APPLICABLE.IN L!G T ? F— ADDITION TO THE REQUIREMENTS OF THE PLANS,STANDARD SPECIFICATIONS, PoLE 9'(TYP) j Q AND THE SPECIAL PROVISIONS,ALL MATERIALS AND WORKMANSHIP SHALL I If g.Dyp) I #1 3C O h m < Z n CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL `m CODE(NEC)THE NATIONAL ELECTRICAL SAFETY CODE,STANDARDS OF THE 3 AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI),AND ANY LOCAL II = O ' ORDINANCES WHICH MAY APPLY. 1 -•I' . D 1 ); m y ? J Z a — in 3.LOCATION OF ILLUMINATION CONDUITS AND JUNCTION BOXES ARE •....1,�..•.,<:. W APPRX TO ENSUPROPER INSTALLATION IRE SHALL COORDINATE WITH OTHER UTILITIES TYPICAL STREET LIGHT DETAIL (BEHIND SIDEWALK) TYPICAL STREET LIGHT DETAIL (IN PLANTER) (0 m E NOT TO SCALE NOT TO SCALE N 4,THE CONTRACTOR SHALL COORDINATE WORK WITH XXXX OF PGE AT(503)570-4404 TO DETERMINE POWER SOURCE FOR THE LIGHTING SYSTEM, SHEET NO. 8 150 OF 179 SHEET TITLE IL-3 L E G E N D L E G E N D C 0 N T I N U E D SIGNAL AND DETECTOR PLAN LEGEND D PBOFFfI C o N r R o L L E R L 0 0 P s PACIFIC HWY WEST AT GREENBURG RD AND HALL BLVD �� GINFF1�y 33 Install a model 332 cabinet and control equipment with ® Instal/(X=number of cables)phase(Ph-phase)loop feeder OR99W AT M.P. 8.95 AND M.P. 8.82 65552PE riser frame, orient louvered door as shown. P cables. ORIGINAL SIGNED BY eC UN Install model 2070 controller In model 332 controller. ® Install phase(Ph-phase) 6'round or 4'diamond vehicle W I R E S To detector loop. � N-C Install(N=number)No. 8 type THWN(Signal system common) qo�o�y 9, Zp� c, © Controller(See Signal Plan). ® Install(N=num�r)pair of loop wires. N c Instal!(N=number)No. (G=AWG wire size) type XHHW wires R 6�4� ® Retain and protect existing controller. L® Install phase lPIFphase)2 Yf diamond bicycle detector N� Install(N=number)No. (G-AWG wire.size! loop. G type THWN wires EXPIRES. 06/30/12 P 0 c E S � CITY PROJ0567 Abandon existing detector loop. PL Install poly pull line COUNTY PROJ#2523 # S® Install(1'=type)standard traffic signal most arm pole (� (See, 'Pale Entrance Chart-) Ph Includes 3 spore wires for phase(Ph=phase)as per table C O N D U I T S _ ® Install(L=length)foot traffic signal most arm. � Retain and protect existing wiring. cal�' S InstaN(S=size)inch etectrlcai conduit Install(L=length)foot luminaire arm. Detector conduit(See Detector Plan) Remove existing wiringInstall(N=number)No. 12 type THWN(Pedestrian signal systemim PP Install pedestrian signal pedestal with frangible base. O x-IZC common) IC Interconnect conduit(See Interconnect Plan) N Install(N=number)twisted pair PE-39(gel filled) o VP Install vehicle signal pedestal with transformer base. EC Electrical conduit(See Signal Plan) ® interconnect cable 8 w y P8 Install pedestrian pushbutton phase(Ph=phase)with Install 2"x3 cell fabric or textile innerduct/n Instruction decal CS Install 2"conduit stub(far future use,cap ends) Interconnect conduit. x' ti o ® Existing wood pole to be relocated by others DD Install conduit by horizontal directional drilling. Open 39 Install 3/8"gaN.steel messenger cable trench not allowed. ® Retain and protect existing traffic signal most ® Retain and protect existing messenger cable y arm pole Retain and protect existing detector conduit z o Retain and protect existing pedestrian signal e Remove existing messenger cable o o ® SP Install 6"max.sand pocket block-out with(S=size)inch pedestal conduit to junction box. N w amu, SIGNAL S O F I R E P R E E M P T I O N CJ Splice new electrical conduit to existing electrical conduit e F Install channel(Ch=channel), (N=number)barrel fire oo m Install phase(Ph=phase)vehicle signal ® preemption detector unit. °J N Abandon existing electrical conduit. (clB Install phase(Plrphase)countdown pedestrian signal with ® Instal/channel(Ch=channel)fire preemption clamshell mount and pushbutton with 'H'mount. �s Retain and protect existing conduit size (S=size) detector feeder cable, a z o eC Install phase(Ph=phase)countdown pedestrian signal C inch < w m a a with clamshell mount. OW Install conduit and wire as required by power company. 1= o� d C A 8 I N E T S M I S C E L L A N E 0 U S SIGNAL MOUNTING OPTIONS a n Install base mounted service cabinet, 120/240 volt metered, for A = Standard p/umbizer BY DATE y Mc signal and signal pole mounted illumination systems. Pe Install phot000ntro/electronic relay on pole,as per T.M.S. B = Adjustable signal bracket assembly wXroln Copts) DRWN JCH 2/10 Dr No. TM465. DSGN TTN 2 10 9 (Install 1 inch metallic chase nipple) CHKD WES 2 10 TC Install terminal cabinet Install 250 watt high pressure sodium luminaire, type M-C-III, 120/240 dual voltage mag-regulator ballast SIGN MOUNTING OPTIONS w S I G N S AB = Adjustable sign bracket assembly w/raln cap(s) W AL Install aluminum(30"06", type "W7 mod")"RIGHT TURN J U N C T I O N 8 0 X E S z (D a 2 YIELD TO PEDS ON GREEN ®"sign (OR22-14) ® w W Retain and protect existing junction box SIGNAL HEAD TYPES m m Z 2 AL Install aluminum (30"x36", type "W7") right arrow 2 = 12" R, 12" Y, 12"G F "ONLY"sign lR3-5R) JB Install 17"x10"x12"(min. dimension)precast concrete 3L= 12" RLTA, 12"YLTA, 12" GLTA = o z —� OInstall now Type "XX"aluminum sign IN= Number), see junction box 31? = 12" RRTA, 12"YRTA, 12" GRTA a o a Of sheet S-6 thru S-it for details Jg Install 17"x10"x12"(min. dimenslonl precast concrete F e 'unction box with concrete apron 5 = 12" R, 12" Y, 12"G. 12" YRTA, 12" GRTA o O m AL Instal!aluminum(30"x36", type M197")"U TURN J P z PERMITTED"sign (OR3-12) Z (..) JB Install 22"x12"x12"!coin, dimension)precast concrete Sm�AS.�pnq 75619 THRU 15630 for Signal and Oeiecla Pians �� z LJJ i AL Install aluminum!24"x24", type "W2"1 "NO TRUCKS"sign junction box I g H - (MUTCD R5-2) Install 30"x17"x12" (min. dimension)precast REVISED AS CONSTRUCTED o m concrete junction box Accompanied By Dwgs. a z Q DECEMBER 30,2011 TM450.TM457,TM458, TM460,TM462. 0 x o 2f JB Install tandem 30"x17"x12" (min dimension) precast T9465.TM467, TM470, TM472.TM475. =3 3 Q concrete junction boas. (See TM472 for details). THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED TM480,TM482, TM485, TM488.TY49B z > UP ON INFORMATION FURNISHED BY THE GENERALrRX TM650-M653 w Z Remove existing junction box CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, 1 U' m C7 KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, AS CONST PLANS I2/�1 �i (n ® Junction box (See Signal Plan). ANDTHUSISNOT RESPONSIBLE FOR THE ACCURACY OF THIS Treflo Roadlvoy 5.11oo Appal N RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH JB MAY HAVE BEEN INCORPORATED INTO ITASA RESULT.THOSE WASHINGTON COUNTY SNEEI N0. Junction box(See Detector Plan) RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN FC+ 1W MP, 8.95 151 OF 179 INDEPENDENT VERIFICATION. SHEET TITLE T.R.S.DWG.NO.15618 TS-1 2 D PRP OFFs Note: Ic) �G I Nf�c f/p Fte/d Verify Measurements Before Constructlon +00 �� SIGNAL PLAN e 6555E m` \� EXISTING BUILDING PACIFIC HWY WEST AT GREENBURG ROAD s Utilities Not Shown m OR99W AT M.P. 8.95 ORIGINAL SIGNED BY Lowlontsr to Contac/UtllNy Companies for F!e!d / POLE NO. A3 y ti ci ci TC LA MA SM \ A �\ \ PP cie cx y G �D 15 55 5 6 8 �F f, se hat RPOLE NO. A2 z I-C©6 e \ O2 rl2c EXPIRES. 06/30/12 / O r O2 2-C 1-12C 6 BF 4 z COUNTY PROJ#2523 —R/W / 5'\ P \.____.__.._._._... POLE NO. A'J ---_..---- -___ 1 _..l O F CITY PROD# 0567 SM MA LA TC W 55 15 40' �5: 36 o ,°e: P n e / V I-C AL JB ' O as 31 5R 2 V DC ° FF , OL x: A V _ 5.5' DD , + + O O v N C r °Q V � 1-C 6 AF BF 2 H\DJD O w C V V I o ¢ 3LB Y o m Ft _. 5 3LB C M A �Ok00 n U o U) I PACIFIC HIGHWAY WEST a p w (OR99W) V 2B I 3 2 I i - BY DATE / DSGN TTN 210 O z , ze 6 CHKD wes z 10 REVISED AS CONSTRUCTED DD l - N 0 DECEMBER 30,2011 2 84 2 2B V V r j m THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED P 31 V I-C PO ?Cj UPON INFORMATION FURNISHED BY THE GENERAL n] P N CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. O / mF WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, O a JB d.Z KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, \ /T AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS JB G aQ Z RECORD DRAWING 0R FOR ANY ERRORS OR OMISSIONS WHICH z " — ————— ._ — / _-— F J MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE _ 1'-Q alU RELYINGONTHIS RECORD DOCUMENT ARE ADVISED TO OBTAIN 4 / ��, {' W O J W INDEPENDENT VERIFICATION. 2 I-C O ':J SM M LA 5 TC PE C 1 p a a z Q POLE NO. AI / r / 01 r z POLE N0. A5 N m j 0 Q CONSTRUCTION NOTE: CiB c e LA MA SM Cj B 2B ' 2 �� r � �- Sign mounts require two adjustable brackets z TC 15 55 / O C D Connect to PGE pole at approx. Sta 50+90. _ / PB ci O2 1-0 Q VP z 6 Note: / - POLE N0. A6 Z w See TRS Beg 15618 for LWO ® / ©f.4.6.8 m O A N T PLAN 12/11 O 3� I_I20 FF FF FF F N0. TrOffo Roodwoy Sectko App—d O 332 O SHEET MC 1 2 CS Pt DC IC O WASHINGTON COUNTY C 152 OF 179 O 2 6 07 FCS 1W NP:8.95 / StT�7/2 T.R.S.DWG.NO.15619 DC Looe Distance Phase Slot Loop Dlstanm Phase Sid \ \ stip PROFFs Numtar Feet Numbar Feet 1—� 2—12U 2—]IO 6—J3U DETECTOR PLAN �S� NG I NFF frp 3—22 2—12L 24-110 PACIFIC HWY WEST AT GREENBURG ROAD C� E 4—110 25-50 6—J3L R c� OR99W AT M.P. 8.95 65552PE r 5—1- 2—13U 26—75 t —1111 \ '� 6-11D 27-15 1 —19U m ORIGINAL SIGNED BY 7—50 2—13L 28—5 Ph 7 Ph 4 * Ph 4 8—75 5—JIU 29—75 8—J6L 9-15 30-15 LD LD Z + i '\ 5—J9U 8—J8U I I 10—5 31—5 ..____75-.6 �i I 90 Gly 2�0 11—75 4—16U 32—75 8—J6U 2 SP C I j 13 5 4—16L 34-5 B—J7U LW 2 — i$ ml i$ Ph 5 F, SC AflBB 14 50 35—75 3—15U 15-5 4—17U 36-15 3—19L JB tt la -p is is Ph t EXPIRES: 06/30/12 17—IS 7—J5U 37—5 \\ p a—T--/ - ----� 7—J9u otA COUNTY PROJ#2523 19-22 Controller `\ 4 i ]Ph + Ph;B + Phe Ph 1 CITY PROD# 0567 20-22 6—J2U CnWmt LF u—z2 s—Jzt _ Ii PHASES 2 & 6 PHASES 3 & 7 PHASES 4 & 8 PHASES 4 & 8 PHASES 1 & 5 _4 NORMAL PHASE ROTATION MINUS PED 8 _ LOOP DETECTOR WIRING DIAGRAM B W, L4 LD O2 LF LF D Ec °"'Y "Dislunm"is from Stop Line to center of loop 1n feet \ _ 2 Lf i o` 0.le 17 Lo ®®\� JB SP L LF 3 LF 3 SP 2 4- 1J la W L V EX SP 2 EX SP 1 JB SP ------ ----<- ---- r: SP L4 4 7 ++ Ln 6 iffii i to I , _ + C o t — —I!s g o o LD LD o EC D L� !F LF LF O 1+ o Ito— — �L o 6 G N 5 5 - b1 LD l` — 5 EC la — — Y9 Er LD LD g ¢ r N J e / �� D LD , o� o LD 2 LD \n/ !5 , O LF LF L L D EC IC o ? l — 2 — a // — LB — LF PACIFIC HIGHWAY WEST _ _ _ z _ -� - a m ' 1/ 2 sP O2 (OR99W) SP —> N a a ------ D a ------------- ------------ ---- 3 8 - - 8+• % - I-x ----- - --- - - - - as a SP JB f p - _ ® --- BY DATE SP JB IC DRWN JCH 2/10 4 SP- 4 1 4F n J+ n DSGN TTN 2/10 W LW LF 3 Js JJ Jo O LF LF LF LF O LF L L 4 8 EC IC CHKD WES 2 10 LD LD / C ii LF L y s � C JD m" SP1 / SP 6 REVISED AS CONSTRUCTED E r Z o- _ / DECEMBER 30,2011 <m I Z m Ph 9 Ph 7 9, J5/ JE ' �, / 1 L_J 8 THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED vl p rn re,LIJW '< UPON INFORMATION FURNISHED BY THE GENERAL Z f = 0 t Ph 6 LD B CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. o Ph5 LD WHILETHIS INFORMATION IS BELIEVED TO BE RELIABLE, �� r B K LSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, J g SP W AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS 2 y m ¢ LL) Ph 1 RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH r Q Ph 2 MAY HAVE BEEN INCORPORATEDINTO ITASA RESULT.THOSE Q Lu> RELYINGONTHISRECORD DOCUMENT ARE ADVISED TO OBTAIN Ph 3 PINDEPENDENT VERIFICATION. ND to m N EVA EVB EVC EVD / S.Txs.Dep 15618 far L—d w PHASES 2 & 5 PHASES 4 & 7 PHASES 1 & 6 PHASES 3 & 8 Note: AS CONST PLANS 12!11 ° FIRE PREEMPTION OPERATION 3 Field Verify Measurements Before Consiruotion Traffic Roadway Section Approval WASHINGTON COUNTY SHEET No. Utilities Not Shown Fa 1W MP: 8.95 153 OF 179 Contractor M Contaot Uflllty Camp.fes for Field LorwNons TJtS.DNG.N0.15620 SHEET TITLE TS-3 NDOIPRO��sf� \•° \ EXISTING UTILITIES 5 NF 65552PE PACIFIC HWY WEST AT GREENBURG ROAD ORIGINAL SIGNED BY OR99W AT M.P. 8.95 #' rn ,m 16 C EXPIRES: 06/30/12 a 1 � COUNTY PROD#2523 CITY PROJ# 0567 F 0/H ELECTRIC 0/H ELECTRIC na, , ® q _—_--_—_— --- — — — --—= r--------- ol — ---------------------- ---- --------------03 ------ r lv + + 1 � i+ L Uo -- a --z ----- ------ — o err W ----------------- (Dill ---------------------_-- A � / � 1 0 - (ORW) ----------- BY DATE DRWN JCH 210 DSGN TTN 2/10 JT J, JI CHKD WES 12/10 36 JJ Je ® l / �W Z(D o rz �z Jw ro / yp w JS g o N m 7 z Q Note: = Field Verlfy Uwsurements Before Construction �3 r X0-) _" a w Note: m O So TAS,Ory 15618 for Levret l' 3 AS CONST PLANS 12/11 R NOT REVISED AS CONSTRUCTED N Traftic Roadway Secilon Apprwat DECEMBER 30,2011 sxEEr No. WASHINGTON COUNTY 154 OF 179 FC. 1W up. 8.95 SHEET TITLE TS-4 T.R.S.DWG.N0.15621 LJC BUILDING OVERHANG—, PR FlNld VvIfy Nmarmits Before C—MAXm O SIGNAL PLAN ��F-D OFFf y r pi 31 PACIFIC HWl' WEST AT HALL BLVD �5� dGINFF 'flp MA A Utilities Not Shown 2 6 f1 Q�/ SII OR 99W AT M.P. 8.82 65552PE Cmtro w t,,cw of UNllty Eompmfm for ffeld LoaNma 6 C BYCL \ , ' ORIGINAL SIGNED 9Y Ff Ff FF FF T / -' POLE NO. B4 ICO PL CS D C B A 3-C 1-fx3 332 / 1 Z STA.56+87,805'LT >i 1 POLE NO. B32 I-C I-Ix a FF 2 91 STA.55+71,61A'LT --- -- --- m JB f, SCARB� POLE NO. B2 c V STA.55+52 509'LT YA SM 6 PP / JB 3 V AL � EXPIRES. 06/30/12 NEW PGE POLE / / /( V 5 P 5R POLE NO. B5 Cq }E TC 15 55 5L / / B V`r SFA.56+93;5&Y LT COUNTY PROD#2523 / \ / / CIN PROJ# 0567 De / // 1� 7lx PP 6 8 EXISTINTZ 8/V! 2 FF 1-c 2 / \ R/W _- / EXLSLING Brlf JB o <' 3 O O ros m' rnl / \ V FF 1-cO g: zB 6 a DC A / D ti F FF S ' V FF N / 2ul + ag F6 4C + / C + C, C o DD `-' o / z N I- ze 6 O Y oQ ¢ Z N ac Ac PACIFIC HIGHWAY WEST (01?99W) Ivr o V 3 n O 1 _ FI rt 1-C + FF FFV R / IC 5.5' < N 2 a REVISED AS CONSTRUCTED DRWN JCH D2/f0 / DD BY DSGN TfN 2 10 a DECEMBER 30,2071 2 CHKD WES 2 10 � / F V THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED U gy' ' A 9 UPON INFORMATION FURNISHED BY THE GENERAL y s JB 55 / DE CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. 3 WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ~ y I-C — — KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, ?Lj Q E v V V V O 5B \ / AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS 3(W > L 4 4 7 2 RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH m = J MAY HAVE BEEN INCORPORATED INTO[TAB A RESULT.THOSE x E 4 —� _ RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN JB P 9 INDEPENDENT VERIFICATION. p m U Z LY] 3 4 B 2-C O — — 2 IC a a J J z � Oj// FlO // Skl MA LA C/ n m z (n� B \ e/ / 5L 55 15 TC 8 = o O 11 1 Ix / POLE N0. 86 Note; m N w 00 air PP C� STA.56+57,655 R(' S.TRS.fv9 15618 for Lephd w c/ c/ Tc La IAA POLE N0. 87 O2 1c t tx FF 2 2S CONST PUNS 12/11 3 4 2 15 30 3L 4 STA.56+32,710 RT Traffla Road-y SAWon Approval � SHEET N0. STA. WASHINGTON COUNTY POLE NO. Rr O PC. 1W NP.8.82 155 OF 179z �� r T.R.S.DWG.NO. 15622 SHEET TITLE TS-5 QED PR OFF Loop 01 t. Pnase slat Loop Orsa^ae Pnasa smt DETECTOR PLAN f xumar Feet Num Lar Peet PACIFIC HWY WEST AT HALL BLVD I ANG I NFF J1y 2—zz 2—r2L 23-2z 6—✓2L OR 99W AT M.P. 8.82 65552PE q—110 2—14 zs—ifo 6—J9 ORIGINAL SIGNED BY 7-110 75 2—13L 2850 6—J3L L / w 6-75 5—J1U 29 75 cmtrollvr LF SP n '—"° `°"aet F NOT REVISED AS CONSTRUCTED 9—15 30-15 2 10—5 5—OU 31-5-- 1—5 1—19U 11-75 4(OLA)-16L 1 32-75 8—J6U - F 12-15 33-75 8—✓6L JB L D CD DECEMBER30,2011 m F SCAR 6� 13—5 4(OL At-18U 2 34-15 1 4 14-75 4—76U 35—5 8—J8U / 15-15 36-15 / EXPIRES.06/30/12 t6—5 4—17U 3 37—5 8—J7U _ I1 \ 11 19 W COUNTY PROJ#2523 18—B 4—17L 39-540 8—JAL / CITY PROJ# 0567 21 t9-75 7—J5U 40-7s 3—J5U LB t 20-15 7—J9L 41-15 3—I9L / 4 2/—5 42—5 oN„ LOOP DETECTOR WIRING DIAGRAM zo o "Olstanca"Is from Stop Ltne fo canter of lwp M feet o a+ O TRANSFER TO J9U W/W AS APPROPRIATE O TRANSFER TO J7U ON PHASE 8 GREEN JB r' O 3 i o SP 4 F +rn, O2 TRANSFER TO 17U AND/OR J9U AS APPROPRIATE / / 4 4 ] are IC EC L8 LIII7 L6 LSO LF C� L Cf O / ®I LF L LF - o RX 4 RX RX 3 w' IC EC F F �_ O3 i t3 is 2t LW W LW 8 -5 3 5�7 . JB SP EX SP RX e sP JB LD LB LD LD -- -�3 4 4 Or LF C ELF Lf Lf O JB . AD i D IC U) . / LF LB es 19z a M — o —- �— 6 — 6 0 z F LD LD g 5 t D 1 — — — — 9 10 D EC 31 30 P yq s z o EF LD —a PACIFIC HIGHWAY WEST A L i i F ,� -� (OH99W) ado e 2 LB SP l t _ as d 1 \� 4 12 _ _ I i P ©i / l SP -� - - - - - - - - - - - BY DATE g.,- — _ _ I/ LD LB LD - - - -85c — _ - - - - - 1r o DRWN JCH 2/10 --------- -------------- -- --- ---- 8 - S DSGN TTN 2/10 -- - - CHKD WES 2 10SP 3 11 --—-- - J -- - -� LD r IC 2 2 L CF W SP 2 9 \ ®®® ?c 3 QLD /i J Ph 7 P4 4 4 OL Z A 4 p z J m OLA OLA Ph 7 / %' /� SP LW OLA Ph 4 Q m a d J Ph 6 Ph 5 u~i O i O..'Q Ph 5 Ph 4Ph --4H a j j Ph 1 Ph 8 � ] / 8 � B / t- -P I �-�► �j i Ph 2 LD 3J 3e i 1 LF LF a-- i urm ? W Ph1 o I— 1 / __ / PHASES 2 & 6 PHASES 3 & 7 PHASES 4 & 8 PHASES 4 & 8 PHASES 1 & 5 LIJ t= o C EVA EVB EVC Ph 3EVD / / ] OLA=�4+p5—N4PED NORMAL PHASE ROTATION MINUS PED 4 z N PHASES 2 & 5 PHASES 4 & 7 PHASES 1 & 6 PHASES 3 & 8 JO J w FIRE PREEMPTION OPERATION SP13 m AS C N T PLANS 12/11 2 LW Note: ur Traffio Ro"ay Swtlan Approval ��/ Field Verify Measurements Before Construction 156 NEOFRO 179 WASHINGTON COUNTY FC: 1W MP.8.82 Note: / Utilities Not Shown 6HEET TITLE T.R.S.MG.NO.15623 See TRS.!kq 15618 fru Lund Contractor to Contact Utlfity Companles for Field Low lons TS-6 � PLAN TING j Y/ PACIFICISHWY WEST LATYHALL BLVD ��5��D PNOF�S�fy OR 99W AT M.P. 8.82 6 552P r 0/H ELECTRIC ; ORIGINAL SIGNED BY uffrbulv 9 f, SCAftg 4 EXPIRES. 06/30/12( COUNTY PROJ#2523 / r' , CITY PROJ# 0567 VNYY � H - I! sbM Q: r- /e 0/H ELECTRIC V P o �-;----- ---- fir , --<_,. a. -- '--'-- - --- \�— -------- --- --- ------------ -----'---- ------------ ----- ; / ;z -- — - -------- -- - --- ------------- ------------------------ ------ -- a,rrR---- -------------- --- ------- -------------i i � am ----------— -----------------t Ur 01 1 v, F l 1 -4i - �= m /o PACIFIC HIGHWAY WEST z o I -- --__ - w 7 a . l c ea 1- -= v r -----_----- �____ ____ -___==-=,rcna�.an(r_-_--_-_-_- ------ ------------------ ------ as 03 1 I + --------------- fJ----------1 uta- -I ®---- IG - -----.. � w ---------- I r--- -------n v ------ l I BY DATE -------------------------- / — DRWN JCH 2/10 -----0 ' ca'� D-1, TTN 2410 CHKD WES 2/10 35a r- ®® ----------- --- 3 w 3 Q OJ.. I / ! z p 'J zI— Q Note: m N w See TR--,On 15618 rw Lead w w / AS CONST PUNS 12/11 / f NOT REVISED AS CONSTRUCTED Tref/,,Roadway S.1W Approval n WASHINGTON COUNTY SHEET N0. / DECEMBER 30,2071 FC. 1W NP.8.82 157 OF 179 ` / %/ TRS.ONG.NO. 15624 SHEET TIRE TS-7 SIGNAL PLAN DETAILS 65552PE POLE ENTRANCE CHART PACIFIC HWY WEST AT GREENBURG ROAD / HALL BLVD 2 ORIGINAL SIGNED BYOR99W AT M.P. 8.95 AND M.P. 8.82 FOUNDATION ti EQUIPMENT ON POLE EQUIPMENT ON MAST ARM INFORMATION LUMINAIRES 9 QOO OAF (Length in Feet and Equipment Type) (See Std.Drg.TNI FIXTURE POLE DWG. PED. TERM. SIGN TRAFFIC PHOTO ARM PoUNeA ON REQUIRED ARM ARM OUNTIN TYPE SIGNAL CABINET SIGNAL ELECTRIC D 1 D 2 D 3 D 4 D 5 D 6 D 7 D e FOUNDATION NO. NO. DEG. DEG. DEG. DEC. CELL LENGTH NU6IBEfl DEPTH LENGTH DEG. HEIGHT TYPE TYPE WATTAGE e EXPIRES: 06/30/f2 Al TS-2 SM51- 0/270 180 55 1.5 11.0 23.5 35.0 6 17.0' 15 0 35 HPS M-C-III 250 COUNTY PROJ#2523 V3L V2 V2 ST - - - - CITY PROJ# 0567 A2 TS-2 SMSL 180/270 180 - - - 55 2.0 6.0 15.0 26.0 37.0 46.0 V3L F V2 V2 V2 ST 6 17.0' 15 0 35 HPS M-C-III 250 4 A3 TS-2 PP 45/315 - - - - - o�aTv 0.5 6.0 9.0 20.0 33.0 43.0 A4 TS-2 SM5L 180 270 270 55 6 17.0' 15 0 35 HPS M-C-III 250 0 y V3L F V2 V2 ST SA o` °u 0.5 1.0 13.5 24.5 35.5 44.0 - A5 TS-2 SM5L 180 180 180 55 V3L F V2 V2 V2 ST 6 17.0' 15 0 35 HPS M-C-III 250 �s�nl Q° A6 TS-2 VP 225 190 - - _� B1 TS-5 SM-3L 100/190 180 - _ _ 80 0.5 4.5 8.5 13.5 8.5 26.0 4 16.0' 15 0 35 HPS M-C-III 250 a: V31- F V2 - V2 V3R w B2 TS-5 SM-5L 270 180 - - 180 55 0.5 2.5 2.5 12.0 17.0 23.0 34.0 45.0 6 17.5' 15 0 35 HPS M-C-III 250 a' V3L SA SA V2 F V2 V2 ST Yo B3 TS-5 PP 330 - B4 TS-5 SM-51- - 180 - _ 50 1.0 12.0 17.5 24.0 30.0 36.0 6 17.5' 15 315 35 HPS M-C-III 250 V3L V2 F V2 ST SA B5 TS-5 PP 90/345 - - - - B6 TS-5 SM-5L 105 180 - - - 55 0.5 6.5 9.0 20.0 31.0 40.0 6 17.5' 15 0 35 HPS M-C-III 250 V3L F V2 V2 V5 ST R o B7 IT 7S- PP 155 - m . w2� p 'a BRACKET MOUNT V2 =Traffic Signal Type 2, Adjustable Bracket Mount Tenon Not Required(See Std Dwg.TM462) REVISED AS CONSTRUCTED 2 V3L =Traffic Signal Type 3L,Adjustable Bracket Mount Tenon Not Required(See Std.Dwg.TM452) a V3R=Traffic Signal Type 3R,Adjustable Bracket Mount Tenon Not Required(See Std.Owg.TM462) DECEMBER 30,2011 o z- cn V5=Traffic Signal Type 5, Adjustable Bracket Mount Tenon Not Required(See Std Dwg.TM462) 0 SA °Sign,30"x 36"Aluminum w/Adjustable Bracket Mount Tenon Not Required(See Std Dwg.TM465) THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED Y a to ST =Street Nome Sign,Aluminum w/Adjustable Bracket Mount Tenon Not Required!See Sheets S-6 thru S-11 and STD.DWG.TM462) UPON INFORMATION FURNISHED BYTHE GENERAL a Q 3< > CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. w MISC. ITEMS WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, N a o K ~O F F = Fire Preemtlon (See Std. Dwg. TM462) KFTTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, O - AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS a a Z RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH BY DATE MAY HAVE BEEN INCORPORATED INTO[TAS A RESULT.THOSE DRWN JCH 2�1 O RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. DSGN TTN 210 �. o CHKD WES 2 10 ¢ of Pedestrian He o �� The north arrow shown relates to zero degrees on v w C of Vehicle Signal Head ��c/ Pedestrian and Vehicle signal poles. Degrees shown « D7. DB . . . m In the pole entrance chart show the degrees clockwise 90° s. from plan sheet north arrow (zero)to equipment located z to 900 on the pole. w J D5-1H e z z Q 04 0 9 0- aI D�0-III3 2 Z I� N o � DI Z f, of Pedestrian Head- g a z D- of Arm 180° ;> a d Q 8 Bf1J 0 K J of Terminal Cabin NOTE �= o Z w U' NOTE: Equipment shown on the orientation diagram Z a > (n Note: a iso clarification of angles of equipment that ED w Equipment shown on the orientation diagram is S may be looted on a pedestrian pedestal or of w Seo TRS Owg 15618 for Lepsnd 0{ 270, vehicle pedestal. Pedestrian m an example of distance and angles of equipment ASC NST PLANS 12/11 that may be located on a most arm or signal pole. Head N SHEE1 Na. Troffla Rwdwoy Salton ApprWal of Pedestrian Head PEDESTRIAN PEDESTAL/VEHICLE PEDESTAL 158 Of 179 WASHINGTON COUNTY FC: 1W MP:8.82 and 6.95 MAST ARM POLE ORIENTATION DIAGRAM ORIENTATION DIAGRAM SHEET TITLE T.R.S.LW6.Na.156E5 TS-8 01 NNECT PACIFIC HWY WEST AT REENBURLG RD / HALL BLVD ��5�� PRO��fs�� EX. POWER POLE TO BEOR 99W AT M.P. 8.82 TO M.P. 8.95 v REMOVED BY OTHERS m - R RX 65552PE o C3 W ORIGINAL SIGNED BY 39 WP R9 — —j-__ ^-------� W ® ® RH F SCARE o EXPIRES. 06/30/12 - - - - - - - COUNTYPROJ#2523 �D o CITY PROJ# 0567 o �. + t t t _ + W Tv H ?` PACIFIC HIGHWAY WEST - — — — — — — — — (01?99W) �W JB e SP O3 y EC O PL D O EC PL z m o C wN DC a zm N NOT REVISED AS CONSTRUCTED o o 2 DECEMBER 30,2011 o ECO PL O C SP a 3 m RX RX d WJB RX RX o ' RX EX RX SP -Ll 1 W E a s 9 D 39 R� � EX P RX 39 39 DRWN JCH 2/10 m =- --- -- -__ __— -___ _----- -- —T ------ ------- -- ------------- — DSDN TfN 2410 CHKD WES 2/10 LLJ to 0 ILI z v 3 Z E Q EC O D PL 1 ti o 3 u i— w PACIFIC HIGHWAY WEST QW U — — — — — — (OR-9-9w) ' Z z z t �C Lu Note: z \ See TRS.0x9 15618 for LeLnM w uQ7 (AS CONST PLAN 12/19 PL DP PL DP PL SP � SP 3O PL Tree Roadway Seclko Appr-1 y WASHINGTON COUNTY SNEET x0. 33 PL ECO Fc: IW mp.8.82 to 8.95 159 OF 179 C ` DC TRS.MG.NO. 15626 SHEET TITLE TS-9 N PR��-P REVISED AS CONSTRUCTED PACIFIC HWY WEST AT INTERCONNECT RD / HALL BLVD 65552PE r DECEMBER30,2011 OR 99W AT M.P. 8.82 TO 8.95 ORIGINAL SIGNED BY THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON INFORMATION FURNISHED BY THE GENERAL n CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. 9 Gly 9 WHILE2�0� � O BE RELIABLE, KITTELSON ANDASSOCIATE CANNOT ASSURE ITS ACCURACYANDTHU IS OF , of f, S C A ft g�� RECORD DRAWING OR FOR IBLE FOR THE ACCURACY OF I ANY ERRORS OR OMISSIONS WHICH MAV HAVE BEEN INCORPORATED INTO IT ASA RESULT.THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN EXPIRES. 06/30/12 INDEPENDENT VERIFICATION. COUNTY PROD#2523 CIN PROJ# 0567 RX LF f W is RX RX EX AD JB R E (P"'yoi RX EX 39 WPW a _— —1 r; + t + + + DO v Q ¢w x LD ax D l O3 PL LFLB DD wo ' 9 z m c m --- ---- .- -- -- -- -- o R \ rL z `n SP ' SP SP u iPL JB 2 2 JB O JB 23 PL L PL LW BY DATE @ DRWN JCH 2/10 DSGN TTN2 10 LF LF CHKD WES 2 10 9 Li DD y LoopDistance Phase Slatr: F. N Mbor Foot v) N ((''1 32 6—J2U z V 3 z EX. ) 2—32 6—J2L �y Q LOOP I`3—15 1 —I1U m J 4-5 K Z O d 5=3,,200----- 32 2—12L O— LL 6—320— 2—12L Q m n 160 C) LOOP 8 NEW 7—760 2—13U Lu 8c—140 2—13L N O L)_I [8b-50--2—14 z H' x z CONSTRUCTION NOTE: 9—135 4—16U C z z 10-135 8(4)-16L Transfer to 16L y m a '•�- Install one loop detector amplifier in existing 12=75 6(4) J611 Transfer to 16L �J 0 controller cabinet 15-77555 4—16L Ex = o LSP �Lu 6 15 4—17U Transfer to 18 =rn > z Not B: 18—5 4—17L Transfer to 18 K on Sas TRS Ong 15616 rol Lead 20—5 4—18U Transfer to ITL N AS CONST PLANS 12/11 Trafflo Roodwoy Section Apprwei LOOP DETECTOR WIRING DIAGRAM SHE&N0. "Distance"is from Stop Line to center of loop to feat 160 OF 179 WASHINGTON COUNTY FC, IN AIP: 882 to B.95 SHEET TITLE TS-10 T.R.S.DWG.N0.15627 el SIGNAL REMOVAL PLAN �EG?ROFF��f General Notes: PACIFIC HWY WEST 65552PE� v OR99W AT M.P. 8.82 AND 8.95 1. Remove existing signal installations at SW Greenburg Rd/Pacific Hwy ORIGINAL SIGNED 9Y West and SW Hall Blvd/Pociflc Hwy West. Remove all signal poles, N controllers, cabinets, wiring, and appurtenances. Remove all Junction .0 ti boxes and abandon all conduit except as noted on Sheets TS-3, TS-6, 1s1 G<Y g. 20C 4� TS-9, and TS-10. Abandon a// existing loop detectors. Q 0 FSCAAB �� 2. Salvage equipment as directed by the engineer. Col! (503) 969-1035 to a coordinate the delivery schedule. Salvage the following equipment. EXPIRES: 06/30/12 \ G7 1. Controller cabinet and all interna/ equipment COUNTY PROJ#2523= m2. All signal displays CITY PROJ# 0567 t Cn J. Contact and coordinate the removal of existing power with the local z power company.03 _ 4. Maintain and keep both existing signals operational during construction z <i until modification is complete and ready for turn on. Maintain minimum ° signal operation down time. "%,. m= � \ q �. I IJI xc 0 N PACIFIC HIGHWAY WEST ;l o (OR99W) w o N W 3 2 O -iJ BY DATE @ DRWN JCH 2/10 m i DSGN TTN 2/10 g CHKD WES 2 10 y U W UJ 4 N F- F !r N ~ Q 2 o z Note: °°N U)6.TAS NV 15618 fa Lepa�I w u`5 AS CONST PUNS 12/11 3 NOT REVISED AS CONSTRUCTED TroWA Roadway 6SHINGTON COecCOUNTY h1Tof N r �/ WAY SHEET NO. DECEMBER 30,2011 - 1W UP,8.95 161 OF 179 T.RS.M.Na.15626 SHEET TITLE TS-11 01 PR EX GINEX1� 1 JI I SIGNAL MODIFICATION PLAN E y e RX sP Ex SW MAIN ST AT SCOFFINS STREET 65552PE l JB 2 ORIGINAL SIGNED 9Y JB I 2 I I CITY OF TIGARD I I sP� EX n "spy,G<Y 9. 2GG 4�0 __ MP ---- __ EXPIRES. 06/30/12 E — COUNTY PROJ#2523 CITY PROJ# 0567 SW MAIN ST LD '(W Ix AX iu I � D AX I LD o \ Y N� \ �amo — Z m -- LD AX LD N _ u: z Up Fra w 1U 1 --- a '�- / ch A' BY DATE - P '_ �' DRWN JCH 210 DSGN TTN 2/10 —� 5 \\ O CHKD WES 2 10 P CJ w \ ` �l�\� w Z A V n z JZ LD Q U) PP LD InV� v� JB W Z \ s \ \\ sP \ REVISED AS CONSTRUCTED C-) o !20 \ \ CD LIN DECEMBER 30, 2011 Fa Q U) \ \ \ \\\ \ THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED N O t--� UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. QQ LL \ \ Ul \ \\ WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, <p F' \ \ KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, �> S Q U) \ \ \ AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS y m ¢ O \\ --, �\ RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH J r Z \ \ \\ \ MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE \ RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN = o J C \ \ \• \\ INDEPENDENT VERIFICATION. Q EK mai " 5 w C7 Sc9 TR-%�D.•9 15616 fa Lapnd \ \ �\ \ FAN C SsyAl r ur A AS CONST PLANS 12/11 CONSTRUCTION NOTE: 3 Treflc Roadway Section ApprWd \ 6 Maintain existing loop feeders to controller. Splice new loop 16p NEo Na.179 WASHINGTON COUNTY \ \\ 3 \ \ X LD \ (D wires to existing loop feeder cables in new Junction box. Fc, 1W up,882 to 8.95 SHEET TITLE T.R.S.DING.Na.15629 \ \ \\\ LD 3 TS-12 L E L E N D FLASHING BEACON INSTALLATION S��E�PROFFff� SW GREENBURG RD AT SW CENTER ST CITY OF TIGARD 65552PE RF Install rectangular rapid flashing beacon assembly. See details below. ORIGINAL SIGNED BY N POLE N0. D2 1 I' ! � 90 Glr 9, 20� �� STA. 12+76,20.9 Rr Existing gas line. Excavate carefully for pole foundation. I I I± J# EXPIRES: 06/30/12 II 0000000 '�. ! I i COUNTY PRO 2523 z 0000000 Solar Pane/Energy Source \ �? i - --------- CITY PROJ# 0567 t 0000000 Provided by"SPOT Devices" i % / / 0000000 =--- _ _ Pole-Mount Radio Network w` ° o �Controller(Model SC3151 -„__. .. , rovided by"SPOT Devices __-- I I i ° N; 19"Hx10"Wx6"D � 4 Sign #48 m 30 xStd. t d. Yello SW GREENBURG RD ® Pedestrian Crossing Sign) See Signing —' k= RopTd Flashing Bar Clear `^ Lenses w/Amber LED's. + a Bar and Hardware Provided by "SPOT vices" o - -- -- - - w - w Y �o ry ® Sign #72 (24"x12"W16-7P Supplemental Std. Yellow Arrow Plaque) w �� See Signing Plan - ® ( I °- b 11 3" U N ZO N o Sign r76 1 �\ (24"x12"W16-7P Su Std. Yellow Arrow Plaque) I PPlementai i • See Signing Plan RF _ I 0 9"x12"R10-25 Pedestrian Push Button Sign. See MUTCD, 8'T" a°- ti 2009 edition. / S'2” C �- � _. ..� - - ' IJ �'` BY DATE o m ® _ —� I __,_ I� DR N JCH 2/10 ^ T o I DSGN TTN 2 10 a Install Std. Type "H"Pushbutton J REVISED AS CONSTRUCTED UHKD WES 2 10 •y and R10-25 Instruction sign See TH46T for Details - , n ! ti Z ZQ w I DECEMBER 30,2011 3 3,s" POLE NO. DI I rn y y J STA. 12+93,44.75LT I Z THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED Z U)0_ 2.5"Pole as Supplied by y UPON INFORMATION FURNISHED BY THE GENERAL m W CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. E "SPOT Devices" WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, Z _j O KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, O LL E :,4 y RECORD DRAWING OR FOR ANY ERRORS Opt OMISSIONS WHICH Construct C m a Q Q Construct Foundation "' MAV HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE J J FK According to Mannufacturer''s RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN Z' ZD Specifications.See Figure INDEPENDENT VERIFICATION. = 3-B of Installation Manual CONSTRUCTION NOTES: > z ZUJ ~ `' Provided by"SPOT Devices" SPOT Devices Rectangular Rapid Flashing Beacon crosswalk system shall comply with MUTCD, 2003 Edition o Front View Side View and FHWA Memorandum dated July 16, 2008. granting interim approval for the optional use of rectangular a W Z rapid flashing beacons(RRFB)as warning beacons under limited conditions. = o O RAPID RECTANGULAR FLASHING BEACON ASSEMBLY DETAIL RRFB assembly shall be RRFB model SB430 wireless,radio controller model SC315 as provided by SPOT Note: w O®Q Devices, 1455 Kleppe Lane, Sparks W 89431. Any deviation from the specified RRFB wireless warning Sro TRS,D.vo IWIs Tor L—,d Q W system shall require approval from the Engineer of Record. RRFB assembly0m 03 AS CONST PLANS 12/11 N provided by SPOT Devices includes:2- SC315s solar beacon controllers with pole mount Trarno RoadWW SWtlon ApprWa( hardware;2 -SC315 solar system 45w top-mount+ 20w side-mount;2- spread spectrum local wireless WASHINGTON COUNTY SHEET ND. activation;2 - RRFB bidirectional without ped. signal indicator and all mounting hardware for a 2.5"dia, FC. 1W ,up:8.95 163 OF 179 std. galvanized steel pipe. T.R.S.DWG.N0. 15630 SHEET 77TLE TS-13 5z SCALE 0 50 100 65552PE RA ORIGINAL SIGNED BY) STA/0+709A 12+85 STA 13+55 STA 14x00 O o TO O STA 12r25N� BS 17' 17' � STA 13*55 STA 12x82 SIA 13s95 SIA 15+50 W-2 + RAI w I W-2 sra ijreo D- W-P T__j o +. w 2 i cit rn <Y g 20 0� A BS � i o I 0 EXPIRES: 06/30/12 I — - ----2' COUNTY PROJ#2 523 CITY PROJ# 0567 MATCH Exrsnm 11' � - 11' 1T zXPI� cRE�NeuRc qo•J / _ r—_—__—__ ♦ 1 k.r \ L _—_ �'J \ \ L� • - fie` P' PB' N I L__ ( LA ND W-2 W-2 LA 0 NO W-2 D- W-2 TWL wi h STA 10,60 9A 10+64 STA M0 55 50' STA 13r STA M-8H STA 13x30 SIA f3+75 STA M 5 STA 14+35 y= .ti TO TO TO � TO TO TO TO TO To SIA 12+2a STA 12*22 STA 12rfe � STA 13x30 STA WJ5 SIA 2+75 STA 14+05 SIA 15+50 STA 15+50 o STA 9J- TO STA 91+85 STA NO r 5!A 91+85 TO ND 2 V TO SIA o -2 9A e3ro5 W_2 N WB M c � GENERAL NOTES: o z m + _ w N 1. ALL PAVEMENT MARKING SHALL CONFORM TO THE REQUIREMENTS '-`` 5' to 41 AND SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC _ -- "I M z ^ N CONTROL DEVICES(M.U.T.C.D.)LATESr EDITION.THE OREGON SUPPLEMENT TO THE M.ULC.D.THE 2008 OREGON STANDARD co -- +o MATCH EXISTING Q to p _ z > SPECIFICATIONS FOR HIGHWAY CONSrRUCTfON,AND THE PROJECT - 'CONS!.C.L:LINE 11 �_ 7]' W E 6 SPECIAL PRO✓ISIONS. _ LLJ 2. ALL PRE-MARKERS FOR PAVEMENT MARKINGS AND STRIPING -- LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. WEST (�R99WJ _ _... -> -- - C, HIGHWAY L _ 0 3. REMOVE ALL EXISTING PAVEMENT MARKINGS ALONG BETWEEN IC _ - WB o BETWEEN SrA 92+00 AND SIA 100+00,OR99N BETWEEN STA PACIFIC N~ 51+00 TO STA 62+65,GREENBURG RD/MAIN WT BETWEEN SrA M1..Q VATOI+s5 sATO e5 a a z 4+79 AND STA 15+50,AND ON HALL BLVD BETWEEN STA 96+35 - '` m g~ BS 'ee.m STA 99H4 ___- BY DATE m AND STA 105+00, m a¢ --- DRWN MPD 2 10 81 o -� __-�---- DSGN NE8 2 10 4. LONGITUDINAL LINES SHALL BE METHOD UD METHYL W W _ -- METHACRYLATE,PROFILE, 120 MILS,EXTRUDED.PAVEMENT" �m�-� _ -- CHKD WES 2 10 LEGENDS AND BARS SHALL BE TYPE B-HS:PREFORMED.FUSED THERMOPLASTIC FILM. awi 3 F STANDARD DRAWINGS L E G E N D L E G E N D (C O N T.) N E ® TY500 Pavement Marking Standard Detail Blocks ® Inst.4"white Mne 4F�) Inst.staggered continental Crosswalk m N TM501 Pavement Marking Standard Detail Blocks z z Z F ❑ TY502 Pavement Marking Standard Detail Blocks W-2 Inst.B"white/Ine YLD Inst.yield Mne(white) 0 J 3E TM503 Pavement Marking Standard Detail Blocks a R. a 0.. ❑ TM505 Rall Crossing Pavement Markings We Inst.4"white broken line ® Inst.standard crosswalk N o i ❑ TM515 Raised Pavement Markers a s x z LO Inst.8"lane drop line TWL Inst two-way left turn g ❑ TM516 Raised Pavement Markers: Freeway Median Crossover J ❑ TM517 Recessed Pavement Markersy 11 TM520 Durable Pavement Markings Method "A" Profiled Inst.daubs no-pass YD Inst 4"yellow dolled line NOT REVISED AS CONSTRUCTED m F- IS TM521 Durable Pavement Markings Method "B" Extruded&Method "F" Sprayto Met.left turn arrow(white) wo-2 Inst.e"white dotted tine ca U) ❑ TM522 Durable Pavement Markings Method "C" Protected Inlaid DECEMBER 30,2011aC ❑ TM523 Durable Pavement Markings Method "D" Inverted Profile with Bumpsz 4n > RA Inst.right turn arrow(white) S-2 Inst 24"white slap bar W ❑ TM524 Durable Pavement Markings Method "E" Inverted Profile w/o Bumps w� mE TM525 Turn Arrow Marking Details ® Inst.elongated right turn arrow(white) OY Inst.4"yellow line TM530 Intersection Pavement Markings (Crosswalk, Stop Bar, & Bike Lane Stencil) y TM539 Median and Left Turn Channelization Details ®t Inst.elongated left arrow(white) ND Inst.narrow double nc-pass SNEEr N0. ❑ TM547 Freeway Entrance Ramp Pavement Markings Accompanied B Dw s: ❑ TM551 Freeway Exit Ramp Pavement Markings ® Inst bike marking(white) Bry Inst•reflective pavement markers at traff/a separator end. p y g 131 OF 179 TM670, TM676,TM677,TM679.TM680, SHEET nnE See detail on sheet Sr-6. TM681. TM688 ST-1 PROGIN OF�sf�� 65552PE l SCALE NOTE: REVISED AS CONSTRUCTED ORIGINALSIGHED BY See Streets ST-1 and ST-6 for Legend and Notes DECEMBER 30,2011 0 50 100 THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED G-) 70 4�F UPON INFORMATION ERAL CONTRACTOR AND WASHNNGTON COUNTY ISHED BY THE INSPECTION STAFF. c F ft WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, m S C p ft Q KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, 72'- A D AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS 'O RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH EXPIRES: 06/30/12 C MAV HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE COUNTY PROJ#2523 RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN S INDEPENDENT VERIFICATION. 3 CITY PROJ# 0567 t sA m+TO SEE SHEET ST-1 CO., STA 10*�STA 10ToSTA 1 0 6IA 1vu STA. 11+15 °STA/2+22 W-2 STA I2 STA 10+T9 Wz \ ND m° w-z M \ RA I 65 STA 9T+80 STA 9r+58 \ STA%+00 STA%+60 STA 9T+58 To TO W T° TO To STA 9- STA 0+85 TO 98+30 1 QQ LA STA 10*55 STA 91+95\` ^ '�A'9o+0B STA 91+50 '�A% 8S STA 9895 STA 9PW W_2 0- STA 96+85 - 11' 11 1' STA TO 12+18 STA 49+75 STA 49+80 STA 49+84 v f: STAT%+OJ \ N Y SrA T91+00 WB 'T99+10 o- o-/ / ®F W-2 STA TO TO 52*95 STA 55*50 STAT51+5p � r: ND m W'2 WB - -_R/W _ --_______ __-__ YLD 6 9IA Io+Te 11' FACIFIC.HIGHWAYr'WEST W-2 TO \ r m � + 11' Q- BS CO STA 10e64 C, +(CR9R 9W) 11' + STA 95*0s o I w + CD CD �— W-2 ro + 11' TRAFFIC SEPARATOR(SEE ROADWAY PL ANS) 11' 1'SiD'� SIA 99+05 p o O WO --_=== 3.3' -_ RPN 0X0 1.5 11' 'OR99N'LINE O c - ' a �Q T 305'R B' I"'y - - - - - I -EXISTING TRAFFIC Ln 0 °' T=120' 11' B 10,00 13� _ SEPARATOR v E W 'CONST.CL:LINE 11' 11.5 3.5'_ N 11' S=1 c-0 11' RPN 11' Y W n o r7 z 11 (C-w W z O ]' RPM 11' c __- - SIA 5+50 -L p _---_----- .nA 4+s0 \ LA 'To 11,2 W-2 WB WB w-2 1'Sh1' as z o �- STA 5+50 STA 91+95 STA 9]+95 STA O STA o BY DATE Y TO ro r° ro LA 1 DRWN MPD 4/11 w LA W-2 %�, STA 0+14 STA 99+10 AA 99+I2 SIA 99+10 � c DSGN NEB 4 11 LA 5 RA as v we w-z W�U i STA 7- 9 ' STA 49+BB SIA 49*95 STA 49+98 CHKD WES4 it by i 15' Mg IN ST To 13 12' STA y+� TO TO TO W G S 17' 1'Sh1' W STA 55+50 STA 55+45 STA 51+15 1 C � 1' n Z U n N �s�.'r',. „ 12' 00 v� Kz i o- " ZRAISED MEDIAN(SEE ROALYNAY PLANS) y o --- — z pQ�� - -¢a z Z gpggdd m r= i U B + AA rn m ¢ i i \ \ X ND W'2 STA WB Y / /' TO a (/n,\\ ,\ SIA 4+80 STA 5+50 STA 4+80 9+35 �= O \ \`\ SIAT5a50 9Ar6+10 STAT 6+80 O _- \ \ LD IZ ,\ �\ '\ SFA 61W A" RA STA 8,15 \ \O\ STA 0+15 p TO TO STA 9+40 N SHEET NO. Z 132 OF 179 SHEEP TITLE ST-2 SCALE NOTE. 0 50 100 65552PE See StAeets Sr-1 and Sr-6 for Legend and Nates ORIGINAL SIGNED BY 9pF G<Y y, F, SCpftBR S.ee� 98 EXPIRE1 COUNTY PROJ-ASO #2523 5TA 97125 Ir 5 I��eT ST CITY PROJ# 0567 STA 799,63 _ �v Z `o�HiV ¢' _2 STA TO%150 i o STA 91+70 a= ' NOTE AAT99+71 V STA-75 STA SW22 ti i RIGHT-IN ACCESS CONSTRUCTED FOLLOWING ROADWAY v , ND ra r CONSTRUCTION. FOR DETAILS,SEE SHEET 28-14 �� srn +9z YM a: BS o` L /� iii 9gx00 'fl STA 56,91 STA 56+07 -M I .� STA 49+84 STA 49+75 �' STA 49+80 �I STA 49+80 STA 53+40 STA 49+88 _R I TO TO T6 TO TO TO YD STA 57+20 STA 62+66 STA 62+66 Y. STA 55+50 �r STA 56+Tfi o- WB WB IR STA 751+50 STA 52+95 STAT55+50 ' STA 55,50 STA 55+55 -L Y BS TO 1 STA 61+PO STA 57+� STA 56+80 1 O O -2 - BS 1 WB � WB -2 P I Y STA 59+80 STA 6/+20 R/W____ J L__ ________ __-__R/W__ _ •. _2 _2 R/W S2 w o z o 4 5' <- 5' 5' 5' x o 3 z M o 11 N w— 11' N N 11' o EXISTING TRAFFIC SEPARATOR +0 11' +o +0 11' ogOP +0 O 11• J �— 1'SHY 1]' 3.5, f1' F "W_ __ 3.5' 13 1'SHY .....13.6' SEPARATOR CIN 3.5 13�' �- 1'SHY 12P 3.3' tv o w z QZ SHY v PACIFIC HWY WEST Ir I1 10gR - - - — -- sn r (/) P ¢u a > v' (OR99W) v' Ir A o,5 cw rr W N �3 W s v STA 55+40, / W O F (W 11' I1' if, i 11' a a z _ _ _ _ _ _ _ rn 5' _ _ _ _ _ _ _ _ _ 5• _ _ _ 5• 5' B D _ _ P '-' _ _ _ _ _ _ _ Y ATE m - e' DRWN WES /0 1DGN TRAFFIC SEPARATOR CHKD 10 WB D- -L -2 WB sraTo*7o Zq' 4 R YD D- Y sra S6+To sTA 57,25 (SEE ROADWAY PLANS) w 3 STA i4 95 STA 5]+25 STA 53+10 STA T4 95 STA 55+42 TO TO STA 55+15 �7x0p STA 56+64 STA TO+76 STA 762+66 STA757+85 - o- W-2 o- STA 52x90 STA 55+4T SrA 55+45 - _ 1 ®® i0 Y STA 61+20 STA 49+98 STA 51+35 STA 51+90 STA 5835 SFA i0+90 W-2 ® STA 57+Z5 TO TO TO TO / T6 STA 56+70 N > STA 51+25 STA 52+BO To STA 51+25 STA 52*80 STA 54,65 STA 101+f0 YLD / L STA 62,E6 5!A 55+b7 TO STA 101+IS W 2 BS TO STA 50+10 °'1- Z ESTA T 1+20 // Y STA T00� .STA 62166 O z U m STA 101+40 l' , STA 103,62 Q a J a' STA 101+42 ~ T SHA' STA 101+07 N O SSTA I02120 I STA 101+42 Q¢ 3 Z o / STA 100TO ,99 ❑ z 1 _2 STA 102+65 100,95 SF STq �2 2rs r2 IO2x0p2 sTA io4.eo m 3 F S IO TRAFFIC SEPARATOR w w NOT REVISED AS CONSTRUCTED tiFFT sB SEE ROADWAY PLANS) s N DECEMBER 30,2011 SHEET N0. a4 133 OF 179 i SHEET TITLE ST-3 PRO��fff� 65552PE r SCALE NOTE: ORIGINAL SIGNED BY See Sheets ST-1 and Sl-6 for Legend and Notes 0 50 100 n qpF G!Y g 200 O�� F, SC pRRP r EXPIRES: 06/30/12 COUNTY PROD#2523 C CITY PROJ# 0507 t E o LLJ O �9h1 a: c we W r F 3STA 56+76 STA 56+74 STA 56+8T STA 9+80 9A 6 M o Y TO TO TOTO TO STA 61+20 STA 62a66 AA 6f+66 'STA T10+20 STA 61+20 Q STA 62+65 as Y WB WB 9A S9.bo -2 as -2 - F ti ti 5 ti N —m + _ _ if, �+ _ PACIFIC+ N_WY WEST + 0 ��' ,,— l.T• ,� — l.T• 0 11, o o (OR99WI Q:) o a z > c TAPER _ _ n U e - m D. �LL1 12s' .3'affi 1 110 A o z Z ,'SHY TAPER -------------------- --- MAINTIAN EXISTING oe=oee===.o --------- ------------ a z z N (n -------------- I,. 0.3'SRY TRAFFIC SEPARATOR CROSSWALK Q ¢ ,f, ,'SHY 11, (SEE ROADWAY PLANS) STRIPING W _ _ _ _ _ _ _ _ _ O a a Z 11' 11' _ GW fl' BY DATE - - r 5 5'8e- DRWN MPD2/10 -" DSGN NEB 210 - - - - --— � CHKD WES 2 10 R LS 1 LD BS WB ND -R ZD- STA 58+IS STA 9+70 2 AA 59+05 STA 9+25 2 STA 60+48 STA 61+10 STA 56+T0 STA 61+20 n To STA TO STA 9+OS SI.A 9+76 STA 6P+66 ^�O AAT59+80 AAT60+48 STAT 61*10 AAT 2+66 STA T2+66 _2 To STA 62+66 Z Z AA 58+15 + Z AA 60+48 TO O 3 U AA 62+66 2 Q p AA 62+66 Q� a ¢co10 QO� N o } m W W W ZF _ Q z Q ~ �= 0 Z N 3 m NOT REVISED AS CONSTRUCTED DECEMBER 30,2011 SH"T NO. 134 OF 179 SHEET TITLE ST-4 ��ED PROFEs SCALE NOTE. 0 50 100 65552PE r See Sheets ST-1 and SF-6 for Legend and Notes STA 102+28 ORIGINAL SIGNED BY SEE SHEET ST-3 ti I TRAFFIC SEPARATOR BS I + 11' f2' (SEE ROADWAY PLANS)To STA 102+65 �� ` EXPIRES. 06/30/12 -L f }' J COUNTY PROD#2523 SHY sM'Im CITY PROJ# 0567 Ell J J sra iol Y I Q1 N -- ! CP STA IW+95 i-2103+330. STA 1002+20 2' eye STA 105+09� a' _R ' �7 I I I o I I BS EXISTING STRIPING w zo r STA]03+62 I Y ry 104+00 F., 96+00 I ITWC ro N ! E I 1 srA 1o5+oa MAINTAIN EXISTING o o m - 5 72' 14( 12'6' CROSSWALK STRIPING I D- sra ro3+3a r I STA%+JS ( p p a I I HsrA 104,80 na Tos+Ts i � m z I — ( STA%,35 o- STA 103,]0 r9 gs 6 X1 1' D 9A A5175 2 u~i STA,W+60 O� R i I � I I � � � _ oQ z 1 STA 104+80 W-2 TO (. _ ---.- a a. 11 _ _sra 105ro A - BY DATE m DRWN MPD 2/10 i5'00 I P DSGN NEB 2 10 97+00 CHKD WES 2 10 STA%,15 a tXATCM EXISTING TTA r91+Se (Y - _ IRIPING- 1 11J Q; a d m 11' ' p STA 96+35 2 F v 1O I STA 98+92 Q Q Z Z 98+00 I— STA 9T+u ND sra TQ+rs = a (n NOT REVISED AS CONSTRUCTED ATS„ 12'5 11' 12' 1l' 'w �\DECEMBER 30,2011 STA 99+50 SHEET NO. O 135 T 179 O SEE SHEET ST-3 SHEET TIME ST-5 " PRO��f9 6 552P r ORIGINAL SIGNED BY ® W WB LD o 40 ft 40 ft 12 ft 12 ft 1 ft Space, 'SpF,G<Y y 2�0 Opp 30 ft 9 ft Io ft f, S C A ft 8 R 4— — - For left turn lane(tbru traffic side) 4—® 4 - EXPIRES. 06/30/10 4 In WHITE LINE 8 in WHITE LINE -{ I- 3 ft ¢For Centerline COUNTY PROJ#2523 4 in WHITE BROKEN LINE 8 in WHITE LANE DROP LINE DOUBLE NO-PASS CITY PROJ# 0567 TWO 4 in YELLOW LINES o= RA E-RA E-LA g5 O �° Y w' F�i �12 ft Z = o a� r °m' aom sin um a s"� JLL� r 7_1 LEFT TURN ARROW (white) RIGHT TURN ARROW (white) ELONGATED RIGHT TURN ARROW ELONGATED LEFT TURN ARROW BIKE LANE U y Fa crrow proporttm dddla we anent verdin d For wrow prWflm defdla m mrmt ywdm d (white) (white) Stmdwd wymrq Sian, StadWd H10.,y Slone STENCIL (white! to mise w�t�tratlmd) YLD O TWL YD i �,� �9 ft� nf40 fVder �� 8 ft 8 ft T 4 in space °' 1 110 1 L Eft Y H Q �z�-- 4 1 Ilrr Thru Traffic Side 2 ft--] < Direction Of Traffic STANDARD CROSSWALK TWO-WAY LEFT TURN 4 in YELLOW DOTTED LINE STAGGERED CONTINENTAL CROSSWALK TWO 1 ft WHITE BARS 4 in YELLOW LINES -� 2' WHITE BARS for lam emmdms ) Allan apssvdk wxh ADA romps a 5 ft b x a o> Instal/per Standard Dr-Mg TM535 YIELD LINE (whiteemended AgIlna fig,d Pmremmt,a curb fee. n w8ft 8 f a o Y ors- 6 ft 4,. SP�,,,, o DATE a a z BY 2 f4— DRWN MPD /10 STOP BAR 4 in YELLOW LINE Thru traffic side c� DSGN NEB 2 10 8 in WHITE DOTTED LINE 1 ft WHITE BAR Lamle dap mr 4 ft(dW m 3D ft(.,J m oY.-of me mesad NARROW DOUBLE NO-PASS CHKD WES 2 10 Fa lore emmdms and bike lane,minden, marked wasawalk brr,emended fo;lbs,,doe of Pa t,ar curb TWO 4" YELLOW LINES C3 fee.Fldd wrNy doht dtdmm and tnak Iurnho mwementa w u) RPM N 2 ft 2 ft 4" YELLOW LINE zw / SPACE (7_YP) z _. Lu,n 1 U V m r o J ID 4"SPACE RYP1 R< x / B� a T Der 7 Ref/actor s(3 a ch side) a z YP N m 0- 2" SPACE(TYP) Ci m m TRAFFIC SEPARATOR 3 (n z N w 4" YELLOW LINE rY y REFLECTIVE PAVEMENT MARKERS NOT REVISED AS CONSTRUCTED 111.,xD. AT TRAFFIC SEPARATOR ENDS 136 OF 179 DECEMBER 30,2011 SHEET TITLE ST-6 SCALE 12 ,^ 48 0 50 100 `� 65552PE r S2 12D "I as FB ORIGINAL SIGNED BY 76 72 UUN RS S2 RS W S PS RSSJ R14 + RS4 U "� RIS SSC S48 �'`• se p X2 p 73 EXPIRES: 06/30/12 AI rn L - -'!s ------- ` f o_ + COUNTYPROJ#2523 o -------I---—I� � o � � � CITY PROJ# 0567 R/VJ SW GREENBURG RD N,r I r M e — ----- — -- — -- - o Y ti 1 48 �_R1W_—__—__—__—__—__—__—__ B — 0 76 Xf XI 72 X2 S2 EX4 o w , w Y n Q Z _ N ¢ Z N LEGEND o z o e INSTALL NEW SIGN(N)ON NEW SIGN SUPPORT(M). =z zLD �` RX REMOVE EXISTING SIGN(NJ AND(M)SIGN SUPPORT. 3 RS REMOVE AND SAVE EXISTING SIGN(N)AND REMOVE N a o e AND SAVE EXISTING(M)SIGN SUPPORT. 0 RIN REINSTALL EXISTING SIGN(N)AND EXISTING(M) a Qa Z h M SIGN SUPPORT. W BY DATE RSN REMOVE AND SAVE EXISTING SIGN(N). Z DRWN MPD 210 + DscN NEB 2 10 co + po W CHKD WEB 2 10 RIN REINSTALL EXISTING SIGN(N). p 'CONST.C.LV LINE W n Ls Z +1 w AaeREvrarroNs — — PACIFIC HIGHWAY WEST (0 99W) m� ti N=SIGN NUMBER(SEE SHEET S-6 THRU S-11 FOR SIGN �...� __ "--- o Oz LL Z DETAILS) M=MATERIAL OPTIONS ARE, - ---- a ¢ ,Z,Tn� F K S-STEEL --� 00 V i ' RFS-RAPID FLASHING BEACON POST i (n (SEE FLASHING BEACON PLAN.SHEET TS-131 ao z SSC-STAINLESS STEEL CLAMP ?:::n g Z nm W Z GENERAL NOTES: = o 1. ALL SIGNAGE SHALL CONFORM TO THE REQUIREMENTS AND O tt SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC m N z a � EDITION.THE OREGON w N SUPPLEMENT TO THE M.U.T.C.D. WC.O„THE 2008 OREGON STANDARD W SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,AND THE C� PROJECT SPECIAL PROVISIONS. NOT REVISED AS CONSTRUCTEDlz N 2. ALL SIGN LOCATIONS SHALL BE APPROVED BY THE ENGINEER DECEMBER 30,2011 WASHINGTON COUNTY SHEEP NO. PRIOR TO FINAL PLACEMENT. FC, IW MPr 8.67 to 9.07 137 OF 179 z T.R.S.DWG.N0.5-11992 SHEET TI7LE S-1 PROFFff ��5 ��6rNFF� ry LEGEND SIGNING PLAN 65552PE PACIFIC HWY WEST AT GREENBURG ROAD ORIGINALSIGNED BY a INSTALL NEW SIGN(NJ ON NEW SIGN SUPPORT!M1' RS ANDREMOSAVEND SAVE EXISTING(m)SIGN ING SUPPORT.N0 REMOVE OR99W AT M.P. 8.95 N ORXN REMOVE EXISTING SIGN(N). IN REINSTALL SIGN(N)AND EXISTING(M1 �' IM SIGN SUPPORT.EXISTING 11� q 9 Too �� REVISED AS CONSTRUCTED O� $c Aft 9P�0 R71 REMOVE EXISTING SIGN(N)AND(M)SIGN SUPPORT. N m SIGN NUMBERNS (SEE SHEET S-6 THRU S-11 FOR SIGN DECEMBER 30,2011 EXN RETAIN AND PROTECT EXISTING SIGN. DETAILS) rn THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED M=MATERIAL OPTIONS ARE: EXPIRES: 06/30/12 m UPON INFORMATION FURNISHED BY THE GENERAL S-STEEL CONTflACTOR AND WASHINGTON COUNTY INSPECTION STAFF. COUNTY PROD#2523 O INSTALL NEW SIGN-NUMBER. SC-STEEL CLAMP WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, _ SSC-STAINLESS STEEL CLAMP KITTELSONANDASSOCIATES CANNOT ASSURE ITS ACCURACY, F CITY PROD# 0567 C R$ REMOVE AND SAVE EXISTING SIGN!N)AND REMOVE W-WOOD AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS _ M AND SAVE EXISTING(M)SIGN SUPPORT. MP-MILEPOST MARKER POST RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH LP-LIGHT POLE MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE C NTv RIN REINSTALL EXISTING SIGN(N)AND EXISTING(M) MA-SIGNAL MAST ARM STARELYINGONTHISRECORD DOCUMENT ARE ADVISED TO OBTAIN o M SIGN SUPPORT. (SEE SIGNAL PLANS) . 11t15 INDEPENDENT VERIFICATION. '"o, SEE SHEET S-1 g X1 X48 \ RXI ro; \ 29 RX 12 RI7 1 Rsl I E 4 RSI IS 53 11p0 \ 73 o° W XI 9� �R6 Po Y o 0, O, ' 35 SC MA _J o + MARXJ MA o + Y "�O i• O O o O p SO + �o O wok3 W O 'OR99N LINE' O)� -----------------------------------------------_ — — — `•�j o 'g w CONST.CL.'LINE-' _ PACIFIC HIGHWAY WEST _ °31 Q� N o (OR99W) MA Al3 1 35 o (n O y z MA z� .+ O A X3 EXI SO a a R/v✓- MP EX2 EX3 RX9 RW - _. _ BY DATE 49 MP j W I S DRWN MPD 4/11 fSl� DSGN NEB 4 11 _ CHKD WES 4 11 MA j s RX 8 SJ N N ST / N z ^1 / co F /�1Rf5 - — W 1 j, S Z cam, &�"� ll '+F`" - .� / as � _ - RSJ 3 , � S rn ,, �' RES m W ,� �a\ + z o Q GENERAL NOTES: 1. ALL SIGNAGE SHALL CONFORM TO THE REQUIREMENTS AND Z N \ \� fb R14 RIS SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC ry, S m CONTROL DEVICES(M.U.T.C.D.)LATEST EDITION,THE OREGON LF RS } R5 SUPPLEMENT TO THE SMW.T.C.D.,THE 2008 OREGON STANDARD (Z \\Z o SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,AND THE (J) PROJECT SPECIAL PROVISIONS, y SHEET N0. 2 ALL SIGN LOCATIONS SHALL BE APPROVED BY THE ENGINEER WASHINGTON COUNTY PRIOR TO FINAL PLACEMENT. 138 OF 179 FC. 1W MP,8.67 to 9.07 SHEET TITLE S-2 TRS.OWG.N0.S-11993 ��ED PROFFf GENERAL NOTES. ABBREVIATIONS SCALE 5�ENOINFFP�fy 1. ALL SIGNAGE SHALL CONFORM TO THE REQUIREMENTS AND N=SIGN NUMBER(SEE SHEET S-6 THRU S-11 FOR SIGN SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC DETAILS) 0 50 100 e' 65552PE r CONTROL DEVICES(E A(.CAJ LATEST EDITION,THE OREGON M=MATERIAL OPTIONS ARE: ORIGINAL SIGNED �Y SUPPLEMENT TO THE HIGHWAY THE OREGON STANDARD S-STEEL SPECIFICATIONS FOR HIGMfAY CONSTRUCTION.AND THE W WOOD PROJECT SPECIAL PROVISIONS. SSC-STAINLESS STEEL CLAMP9 � 2. ALL SIGN LOCATIONS SHALL BE APPROVED BY THE ENGINEER SP-SIGNAL POLE G Opt % PRIOR TO FINAL PLACEMENT. MA-SIGNAL MAST ARM �F (Y 9, 2 O� (SEE SIGNAL PLANS) f S C A ft g LEGEND ST EXPIRES: 06/30/12 eN SFF 98"$O COUNTY PROJ#2523 INSTALL NEW SIGN(N)ON NEW SIGN SUPPORT(M)' EFT CITY PROJ# 0567 s Jr RX REMOVE EXISTING SIGN(N). NOTE 5 u RIGHT-IN ACCESS CONSTRUCTED FOLLOWING ROADWAY JO z CONSTRUCTION. FOR DETAILS,SEE SHEET 2B-14 RX M REMOVE EXISTING SIGN(N)AND(M)SIGN SUPPORT, - s RS REMOVE AND SAVE EXISTING SIGN!N7 AND REMOVE ' N�W AND SAVE EXISTING(M)SIGN SUPPORT. X4 RI REINSTALL EXISTING SIGN(N)AND EXISTING(M) i ' $ 31 61 a° IM SIGN SUPPORT, i XI i X4 hSIP ,,.. os6 65 } O $C Ws EX4 S 63 56 3 X4 t) SC S I W MA 62 MA - _ yl I 4( _ -' MA w � 00 LINE'/09W O 'OR99:Y LINE' O OR9 o v 64 a ¢vzi PACIFIC HIGHWAY WEST — — 6c 55 �w F a Q w (OR99W1 / — L 66 A Ilu C� BY DATE - — - - -- - - DRINN MPD 4/11 DSGN NEB 4 11 lV . H W CHKD WES 4 11 RSI W Rll w IS 53 74 O.10 X W SS IS Z X4 27 f �_,� I ►►►► -1, /� X4 71 z w J X5 SP y W X o- z W REVISED AS CONSTRUCTED ;; N> g z o. DECEMBER 30,2011 / �\ < Z = O THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED �)/ { ''0OxZ �� K CONTRACTOR AND WASHIINGTON COUNNENS INSPECTION STAFF.WHILE THIS INFORMATION IS SF r 1 / Oj Z� w UPO INFORMATION q IABLE KITTELSON ANDASSOCIATES BCANNOTA ELIEVED SURE IBE TS ACCURACY, S�`FTx�B K m LU LU AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS S (0 4 RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH S 5 MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE w N RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN WASHINGTON COUNTY sHFET N0. INDEPENDENT VERIFICATION. FC: IN MR 8.67 10 9.07 139 OF 179 S T.R.S.DWG.N0.5-71994 SHEET TITLE S-3 QED PROFF z GlNF Ijf LEGEND GENERAL NOTES: EN F,fl N 1. ALL IFICAI SHALL CONFORM TO THE UNIFORM TRAFFIC AND 65552PE f e INSTALL NEW SIGN(N)ON NEW SIGN SUPPORT(MJ. SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC SCALE CONTROL DEVICES E M.U..OJ LATEST EDITION,THE OREGON ORIGINAL SIGNED 6Y SUPPLEMENT TO THE HIGHWAY THE OREGON STANDARD ON INSTALL NEW SIGN fNl. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.AND THE PROJECT SPECIAL PROVISIONS. 0 50 100 9• Z00 O�Q &REMOVE EXISTING SIGN(N). Z PRIOR TO FALL NALI NS SHALL L BE APPROVED BY THE ENGINEER RM REMOVE EXISTING SIGN(N)AND(Ml SIGN SUPPORT. g EXPIRES: 06/30/12 EXN MAINTAIN AND PROTECT EXISTING SIGN(N)AND ABBREVIATIONS a SUPPORT. N=SIGN NUMBER(SEE SHEET S-6 THRU S-12 FOR SIGN COUNTY PROJ#2523 DETAILS) CITY PROD# 0567 M=MATERIAL OPTIONS ARE: S-STEEL 6: W-WOOD r F ooN fY w` o p N. W RX51 w; 12 RX50 W 38 77 x y 4 51 70EX52 RX68 XI Q EX11 N S ! V) A, W T ^ I o m O —o 'OR99W LINE'Ln LLi o 0 0 o ro z o s Z ------------------------- 'Y PACIFIC HIGHWAY WEST — �¢ E `' - - - - - - - - - - - - - - - - - - - - - - �(069 0 BY DATE - - - — ) - DRWN MPD 2/10 D S G N NEB2 10 -- -- HKD WES 2 10 13 ai Q 60 74 39 0. 70 RX50 X3 W N a = RX54 RX40 z (D O 54 X1 LL S a� a Z Q 12 CO z° ( 4 n pi _ I- 1: REVISED AS CONSTRUCTED m 5 Z d m ? z DECEMBER 30,2011 = O Q THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED 3 UPON INFORMATION FURNISHED BY THE GENERAL N CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF. W ¢ W WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH y MAY HAVE BEEN INCORPORATED INTO IT ASA RESULT.THOSE SHEET NO. RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN 140 OF 179 WASHINGTON COUNTY INDEPENDENT VERIFICATION. SHEET TITLE FC: 1W MP.8.67 10 9.07 S-4 TRS.DWG.N0.5-11995 GENERAL NOTES. ��ED PROFFs 1. ALL SIGNAGE SHALL CONFORM TO THE REQUIREMENTS AND SCALE SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC IT- CONTROL DEVICES(M.U.T.C.D.)LATEST EDITION,THE OREGON 65552PE r SUPPLEMENT TO THE HGTHE OREGON STANDARD 0 50 100 ORIGINAL SIGNED BY SPECIFICATIONS FOR HIGHWAY AY CONSTRUCTION.AND THE PROJECT SPECIAL PROVISIONS. STA 102+28 2. ALL SIGN LOCATIONS SHALL BE APPROVED BY THE ENGINEER SEE SHEET S-3 PRIOR TO FINAL PLACEMENT. 9. 67 II II f, SCAfte LEGEND II j EXPIRES. 061JO112 eINSTALL NEW SIGN(N)ON NEW SIGN SUPPORT(M)' I i iCOUNTY PROD#2523 O INSTALL NEW SIGN(N). _.. XI --�-•- 1 j CIN PROD# 0567 u I I w CQ REMOVE EXISTING SIGN(N). I 00+f 0! Q REMOVE EXISTING SIGN(N1 AND(MJ SIGN SUPPORT. �l r 00+56 °40, I. MAINTAIN AND PROTECT EXISTING SIGN(NJ AND Z SUPPORT. ( I }t j <: RS REMOVE AND SAVE EXISTING SIGN(N)AND REMOVE i 00 j r z: (M)SIGN SUPPORT. � o; w. RIN REINSTALL EXISTING SIGN(N)ON NEW(M)SIGN 69 I, SUPPORT. ABBREVIATIONS N=SIGN NUMBER(SEE SHEET S-6 THRU S-12 FOR SIGN DETAILS) � I M=MATERIAL OPTIONS ARE, --- z o W-WOOD j i t 00+601 w w M I Y o 3 00+96 M N z U ro 1 o z O 1 i 39 X3 - o Q d a -_.- BY DATE DRWN MPD 2/10 I. -- - -- 7,901 DSGN NEB 2 10 CHKD WES 2 10 y 26 III w m n ' J z C3 E I( Z z �z Zo a 69 w y In a W h 00+96 z Q ca w ca3 w� uj NOT REVISED AS CONSTRUCTED DECEMBER 30,2011 WASHINGTON COUNTY SEE SHEEETET S-3 SHEET N0. STA FC, IW MP:6.67 to 9.07 141 OF 179 T.R.S.DWG.N0,5-11996 ISHEEP i1TLE S-5 PROF 65552PE ORIGINAL SIGNED BY ;,-,_,, ___-- __-___ e RIGHT 1 SPEED g : 1z®I i TURN --- < E, S9,C p R gQ4 a I i YIELD-j { AAtJN SW GREENBURGRD ONLY ONLY ONLY Pacific =°c- TO PEDI I I n E I I I EXPIRES: 06/30/12 -a v COUNTY PROD#2523 Sign No.1 Sign N0.6 Sign No.11 Sign No.16 Sign No.21 Sign No.26 is Sign No.31 g x CITY PROJ# 0567 t z `O �� a w< pttOiiIGRAD i______I 3 ADOPTAI i_______________� DO NOT i N; ; STREET SW HALL BLVD ;• 1 YIELD BLOCK `� GREENBURG RD ""+ a' nR j j i TO BIKES y I I I NEXT SIGNAL I I s NTERSECIIDII I AND PEDS MAIN ST I l I Sign No.2 Sign No.7 Sign No.12 Sign No.17 Sign No.22 Sign No.27 Sign No.32 Y' b N C ---- ----- ------ ----- 7'-0- Main St IB SPEED ;MILE' i RIGHT ; DO NOT i ; NO ; RIGHT I LANE 4 --- 1 e°D TURN I I I ,PARKING I MAIN ST Greenbur I i I THIS SIDE ENDS ° N i i g i i ONLY i i ENTER i i aysTeEET ; GREENBURG RD I-- I ------' �----- I�---- ------ Sign No.36 ro WI Sin No.18 Si Sign No.33 � Sign No.3 Sign Na.B Sign No.f3 9 Sign No.23 Sign Na.28 ro ' U U as U Z I Z L N <3 3 I OREGON I i 99W a l w a a -O r_______�I YIELD �----------------� � I BY DATE Imo____PEDESTRIANS �I I ® Sign Na.37 PEDESTRIANS I I® ® I VISITOR DRWN MPD /10 I I I INFORMATION 5 DSGN NEB 10 ONLY PROHIBITED I ONLY i i`®I CHKD WES 10 ------------i ------- --�I w Q Sign No.4 Sign No.9 Sign No.14 Sign No.19 Sign No.24 Sign No.29 Sign No.34 Z N N Lu o. z Lu ---- T-D" Hall,Blvd Ise o LL c7 ' NEXT SIGNAL I5 a� a Z RIGgHTLANE i- I i m Greenbur le'° y 0 ?- Z PAUST ERNE GAEYIY'D\'D r-____ _ Sign No.38 11 m BUSS'�AMN e cF � i NDS Main t Z ENDS I N mZ Sign No.5 Sign No.10 Sign No.15 Sign No.20 Sign No.25 Sign No.30 Sign Na.35 a� W cD= o Z BEGIN 3 �i W RIGHT TURN LANE wW YIELD TO BIKES m ° NOT REVISED AS CONSTRUCTED SHEET No. NOTE: Sign No.39 WASHINGTON COUNTY DECEMBER30,2011 Signs shown with broken 142 ' 9 TITLErEe 179 SHEET Fc, 1W Arr.8.67 to 9.07 borders are existing signs. S_6 TRS.UNG.N0.5-17997 ------- --- -----� �� PRO��ff 9 1 99W PORTLAND 9 I 65552PE r SALEM 39 I THRU ORIGINAL SIGNED BY 1 I TRAFFIC PAR®G I I NEWBERG 15 �qw > I _ LEFT 9�F qtr 9. I I SHERWOOD 6 sW PACIFIC HWS f Sc --J ----------� ------ SEE SHOP DRAWING EXPIRES: 06/30/12 Sign No.40 Sign No.45 Sign No.50 Sign No.55 Sign No.60 COUNTY PROJ#2523 s•-o" CITY PROD# 0567 (MH=Y Sherwood I6"�1------- ---------� I ( Newberg 1- 4'-0 I- �° MAIN STREET I DURHAM 4 1 - LEFT LANE METZGER 1 EMPLOYEES Salem 16"c °o Portland 16-c 0 Sign No.41 Sign No.46 Sign No.51 Sign No.56 Sign No.61 p y: o --------� ADOPT-A j GREENBURG RD rrr®\\\ PROGRAM ------` 4•-6' y MAIN ST 1 t I TIGARD I I COOK PARK w \ — — AMERICAN Durham I6" _ o NEXT SIGNAL I \ r I LEGION Beaverton I6"= 7o Sign No.47 Sign No.52 Sign No.57 Sign No.62 z Sign No.42 z i o p z O O O¢ O Main St I6 a a Z 6•-s° 6Y DATE N MWOP Hall ——————— Greenbury Rd I6"� DRWN MPD 2/10 S PACIFIC HWY 1 — DSCN NES 2 10 1 " NEXT SIGNAL I6-� CHKD WEs 2 10 e Sign No.43 Sign No.48 Sign No.53 Sign Na.58 Sign No.63 z N h w z LU 1z 'o LL O� Portland I-, z Greenburg Rd Ie• /— — Salem 16, z Z Main St I6 I METZGER t I a o e-6' I Sherwood Ivy N m a NEXT SIGNAL I6'� °` z I SW HALL BLVD I o 4"I sW Garden PI 16-C .q DURHAM 4 I Newberg I6� ------ ————— o z Sign No.44 Sign No.49 Sign No.54 Sign No.59 Sign No.64 z w > m w � a NOT REVISED AS CONSTRUCTED (—NOTE:————— WASHINGTON COUNTY SHEET NO. DECEMBER 30,2011 I Signs shown with broken FCS 1W up,8.67 to 9.07 143 OF 179 z borders are existing signs. SHEET TITLEL__—————J TRS,OWC.N0.5-11998 S-7 PRO��f�f� 65552PE l ORIGINAL SIGNED BY REVISED AS CONSTRUCTED DECEMBER 30,2011 N 9p��y ZQO� �� THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED (r 9' p� UP ON INFORMATION FURNISHED BY THE GENERAL m F S C A ft 8 q W 6-o" ��BD CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF.W NL WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,i 4C pacificH n I6"C KITTELSON AND ASSOCIATES CANNOT ASSURE ITS ACCUEXPIRES: 06/30/12 I SW ___J AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH COUNTY PROJ#2523 MAV HAVE BEEN INCORPORATED INTO ITAS A RESULT.THOSE Z CITY PROJ# 0567 Sign No.65 Sign No.70 Sign No.75 RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. O"'Y O 4S M Q'. Beaverton I6-c Durham I- y• b Sign No.66 Sign No.71 Sign No.76 N F C'I Y � a = OO :�� Park 217 I6,.G NEXT LEFT Is N �U I o i z Sign No.67 Sign No.72 Sign No.77 a 3 a > p< o BOER OF C%�F z as BY DATE I TOURISTAND�F DRWN MPD X11 SERVICE CLUB o DS'N NEB 11 INFON RMATIO CHKD WES 11 m y TIGARD AHEAD_ 12420 S.W.M A I N S T W Lu L z 3 (.� Sign No.68 Sign No.73 LU zz J LL a� a Z y� 3� � U) SPEED RIGHT TURN ,n m j Z OH RED am MUST �^= o Z Bus YIELD TO m N w LU STOP U TURN z '¢ w W Sign No.69 Sign No.74 Sign No.79 n NOTE: sxEO NO. Fcr WASHINGTON COUNTY IN up, 8.67 to 9.0 OF Signs shown with broken 144 179 7 I orders ore existing signs. SHEET TpITLE rxs.owc.xo.s-iisss L S-H 11 D SIGN AND POST DATA TABLE 5��" I IV PRD��fff� SIGN SIGN SIGN BORDER RADIUS SIGN SUB- COLOR I/ LEGEND SIGN TYPE OF SUPPORT POST FOOTING REMARKS 65552PE l NO. LOCATION DIMENSIONS WIDTH TYPE STRATE ACKGROUNC LEGEND TYPE NO. SIZE LENGTH ORIGINAL SIGNED BY 4J 2/ �3 SECONDARY LOCATION MIN. REFER TO OREGON ¢ S 3L/ DEPTH STANDARD DRAWINGS `^m 3 Qoa SUPPORT 5J 004 6� WIDTH HEIG ->,` i� �w"`w z'w"' `' w O� fY 9 awl mm�w�� w wgy e! 'N � E SCAR g�Qo�a�� sQ�E-nm hN LENGTH � weam��w k� y �o �o EXPIRES: 06/30/12 g�-Q. � RC Sw� Q Q 3h�g��m L`,�yw?cs� COUNTY PROD#2523 1 CONST.CL 97+75LT EXISTING 1 ( CITY PROJ# 0567 MAIN ST 8+45RT EXISTING j SIGNS & SUPPORT TO BE OR99W 57+60RT EXISTING MOVED BY TRI-MET _ 4 GR. RD 12+40LT EXISTING 4 X SAME POST AS NO. 12 c �; MAIN ST 7+18RT EXISTING X ! 2%2X2%2X12go. 12' X X 3"X 3" X 7go X 36" ANCHOR ° uz CONST. CL 97+05LT 30" 36" will X SW BK X I � I. X SAME POST AS NO. 12 °�' OR99W 59+85LT 30" 36" .W l" X SW BK X X SAME POST AS NO. 12 OR99W 60+45RT 30" 36" 'W1" IX SW BK X X SAME POST AS NO. 12 - i@ 5 MAIN ST 8+60RT EXISTING 5 IX 2%2X2%2X12go. 12' X X 3"X 3" X 7ga X 36" ANCHOR • HALL 102+20RT 30" 30" 'Will X' SW BK X X 4"X4" 16' 5' X X x; ti OR99W 61+35RT 30" 30" "W1" X SW BK X X 4"X4" 16' 5' X X HALL 98+80RT 30" 30" '1N}" X SW BK X X 4"X4" ]6' 5' X X 0 i � I —8-CONST.CL 95+60LT EXISTING 8 X X CONST.CL 95+60RT EXISTING X X E ! w $ 11 CONST. CL 95+40LT EXISTING 11 X 4"X6" 18' S' X X r " 12 OR. RD 12+4OLT EXISTING ! w 12 X' 2%2X2%2X12ga. 16' 5' X X 3"X 3" X 7go X 36" ANCHOR N N CONST. CL 97+05LT 36" 36" "R" X R SW X X 4"X6" 20' 5' X X <_ z N OR99W 59+85LT 36" 36" "R" X R SW X X 4"X6" 20' X X � ° - OR99W 60+45RT 36" 36" "R" X R ! STN X X 4"X6" 20' X X z k 14 CONST.CL 98+70LT EXISTING 14 X 4"X6" 16' 5' X X a m z o OR99W 55+1ORT 36" 36" 'R2" X R SW X X 4"X6" 16' S' X X - 20 GR. RD 12+40LT EXISTING 20 0_ i SAME POST AS NO. 12 o F ad Z 21 OR. RD 12+40LT EXISTING 21 SAME POST AS NO. 12 BY DATE DRWN MPD 2/10 22 OR. RD 13+05LT EXISTING 22 X 2%2X2%2X12go. 12' jfix 3" X 3" X 7ga X 36" ANCHOR DSGN NEB 2 10 CHKD WES 2 10 23 OR. RD 13+15LT EXISTING 23 SAME POST AS N0. 22 a' N W 3 25 AIN ST 5+55 CL 24" 30" '1N1" X SW BK X 25 X 2%2X2%2X12go. 12' 3" X 3" X 7go X 36" ANCHOR AIN S7 9+20 CL 24" 30" ' " X SW BK X X 2%2X2%2X12ga, 12' 3" X 3" X 7go X 36" ANCHOR 26 MAIN ST 6+70RT 42" 30" '1N}" X SW BK X 26 X 2%2X2%2X12go. 12' 3" X 3" X 7go X 36" ANCHOREHALL 97+TORT 42" 30" '1N1" X SWBK X X 4"X6" 16' S' X HALL 103+40LT 42" 30" 'Wl" X SW BK X I X 4"X6" 16' 5' X X a a Q m OR. RD 12+15LT 42" 30" 'Will X SW BK X X 2%2X2%2X12ga. 12' X X 3"X 3" X 7go X 36" ANCHOR i 27 OR99W 54+65RT 36" 30" 'M1NI" X SW BK X X ! 4"X6" 16 S' X X JBK=BLACK 2JNOTE: LGR ARE LOCATIONS OF POSTS 3J DISTANCE FROM EDGE OF TRAVEL LANE, NOTES: BL BLUE FACING THE SIGN. FACE OF CURB, GUARDRAIL, OR BARRIER 1. EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE BR=BROWN L=LEFT POST TO THE CENTERLINE OF FOOTING. = o Q UNLESS OTHERWISE DIRECTED BY ENGINEER. �� G=GREEN C=CENTER POST 2. ENGINEER SHALL FIELD VERIFY ALL SIGN POST STAKES Z > Z O=ORANGE R=RIGHT POST wIN THE FIELD PRIOR TO POST INSTALLATION. Ur N w R=RED 4I NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE 0 RB=RED-BLUE EXCEPT FOR SPEED ZONES, SCHOOL ZONES AND y SW=SILVER-WHITE MILEPOST MARKERS. EXACT LOCATIONS ARE TO NOT REVISED AS CONSTRUCTED WASHINGTON COUNTY SHEET NO. Y=YELLOW BE DETERMINED BY THE ENGINEER. Fa 1W MP:8.67 to 9.07 145 OF 179 x YG=YELLOW-GREEN DECEMBER30,2011 W=WHITE T.RS.DWG.N0.5-12000 SNEEE TITLE S-9 65552PE r z ORIGINAL SIGNED BY SIGN AND POST DATA TABLE UtTawly i G Oti y. SIGN BORDER RADIUS SUB- COLOR J SIGN TYPE OF SUPPORT POST FOOTING REMARKS -qp t'y 20 Cv DIMENSIONS WIDTH SIGN LEGEND _ e 9, TYPE STRATE TYPE N0. iLENGTH LOCATION MIN. REFER TO OREGON ro !° p DACKGROUN LEGEND ( SECONDARY SIZE 21 Q SIGN 31 DEPTH STANDARD DRAWINGS EXPIRES: 06/30/12 = g o SUPPORT 1 o SJ T �� WIDTH !COUNTY PROJ#2523 t CITY PROJ# 0567 SIGN SIGNF� LENITIo m a a NO. LOCATION mmw 18' 5' X X f i a= 28 CONST. CL 98+25LT 36" 36" 'TI" X ¢Y BK X 28 X 4"X6" ° 2 N: 18' 5' X X .C.P. 29 CONST. CL 96+95LT 36" 36" 'T f" X Y BK 29 X 4"X6" a a: m= i 12' X X 3" X 3" X 7ga X Jr- ANCHOR 30 OR. RD 11+45LT 24" 30" 'W]" iX SW BK X 30 X 2%zX2%zX12go. 31 MAIN ST 9+25LT 138" 21" _X__X "GI" X G SW X 31 X X X y? OR. RD 10+5ORT 138" 21" X X "GI" X G SW X X! X X HALL 99+25LT 138" 21" X X "G1" X! G SW X XI X X 55 HALL 101+05RT 108" 21" X X "G1" X G SW X 55 X! X X � 34 OR99W 52-BOLT EXISTING 34 X 4"X6" 16' 5' X i X N 35 OR99W 50+08RT 78" 30" X X "G1" X G SYl X 35 X X X Y o a F _ 36 CONST. CL 99+03LT 78" 30" X X "G1" N G SW X 36 X X X w N � < �^ 38 OR99W 50+35RT 48" 24" X X G" X G SW X 38 XI 4"X6" 16' S' X X X � OR99W 62+30LT 48" 24" X X "G' X G SW X X 4"X6" 16' 5' X X X a - o U o z z 39 GR. RD 13+95LT 36" 30" 'M1NI" X SW BK X 39 X 2%zX2%zX12g0. 12' X X 3" X 3"X 7ga X 36 ANCHOR o z 4 OR99W 59+TORT 36" 30" 'WI" .X SW BK X X 4"X6" 16' 5' X X ro HALL 96+75RT 36" 30" 'W I" X SW BK X X 4"X6" 16' 5' X X 'w HALL 104+90LT 36" 30" 'M1Nl" X SIN BK X X oa d a a Z 48 GR. RD 10+95 RT 30" 30" '71" X Y BK X 48 X 2%zX2YX12go. 12' X X 3" X 3"X 7ga X 36" ANCHOR BY DATE GR. RD 12+80 RT 30" 30" '71" X Y BK X ! X SEE FLASHING BEACON PLAN DRWN MPD /10 GR. RD 12+95 LT 30" 30" "Y1" X Y BK X X SEE FLASHING BEACON PLAN DSGN NEB 10 OR. RD 14+55 LT 30" 30" 'TI" X Y BK X X 2%zX2%zX12g0. 12' X X 3" X 3"X 7ga X 36" ANCHOR CHKD WES 2 10 GR. RD 12+80 RT 30" 30" WI" X Y BK X 48 X X SEE FLASHING BEACON PLAN o GR. RD 12+95 LT 30" 30" "YI" X Y BK X X ( X SEE FLASHING BEACON PLAN y Lu r J 49 CONST.CL 95+OORT 72" 36" "G" X G SWI X 49 ! IX Q N F 6"X6" 18' S' X z V Q o 51 OR99W 59+85LT 60" 12" X X 'G" X G SW X 51 X X SAME POST AS N0. 12 z x Q OR99W 59+85LT 60" 12" X X X SAME POST AS NO. 12 w a a Q 53 OR99W 51+35RT 12" 18" 'W4" X SW R X 53 X 4"X4" 14' 5' X X ai o OR99W 56+80RT 12" 18" 74" X SW R X X 4"X4" 14' 5' X X a s OR99W 98+55LT 12" 18" 'W4" X SW R X X 4"X4" 14' 5' X X z J S o 54 OR99W 60+45RT 54" 12" X X "G" Xi G SW X 54 X X SAME POST AS NO. 12 y m 5"' OR99W 60+45RT 54" 12" X X "G" X G SW X O J F 0 X X SAME POST AS N0. 12 �= o Z JBK=BLACK 2JNOTE. L,C,R ARE LOCATIONS OF POSTS 31DISTANCE FROM EDGE OF TRAVEL LANE, 41NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE 3: Q BL=BLUE RB=RED-BLUE FACING THE SIGN. FACE OF CURB, GUARDRAIL, OR BARRIER EXCEPT FOR SPEED ZONES, SCHOOL ZONES AND z`� a Z BR=BROWN S&SILVER-WHITE L=LEFT POST TO THE CENTERLINE OF FOOTING. MILEPOST MARKERS. EXACT LOCATIONS ARE TO G=GREEN Y=YELLOW C=CENTER POST BE DETERMINED BY THE ENGINEER. NOTES: U7 O=ORANGE YG=YELLOW-GREEN R=RIGHT POST 1. EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE N R=REO W=WHITE UNLESS NOT REVISED AS CONSTRUCTED 2. ENGINEERT SHALL FIELDSCTED VERIFYYALLENGINEER. SNEEi NO. WASHINGTON COUNTY SIGNPOST STAKES 146 OF 179 SHEET TITLE Fc: ]W uv:8.67 to 9.07 DECEMBER 30,2011 IN THE FIELD PRIOR TO POST INSTALLATION. S-10 TRS.ONG.NO.S-12001 SECOADARYSIGN . r r r• r SUPPORT . , m , - ��■u■n■■®m■uu�iuiim©m■■■o■■n■■■mnm�mnuan■©n■■■n■■ , ��■o■u■■nen■uuuuunmm■m■■■■■■■n■un�®nunnm■■■■■■u■■ ... . , . m��■■■■m■■®n■m■uunun®■m■■■■■■■n■nn��m■am©■m■■m■■ ��■■■■■o■�■uunu�nnmm■■■n■■■■■■■■■nnum�mnuunm■■�■■■m■■ mem.®■©■■©n■®mr■u©uuu©m■■■■■■■■©■■n■■■n��m��u■■■n©■uu u■ •... . .,• m.®■©■■©m■®■umnmunumm■■■m■■■©■■■■■■■■■um�m��m■■m©■mm m��■■■■■m■�■mmnuununm■■■m■■■m■■■■■■■■um�m��m■■n■■m■■ m��m,n■m■■■®■©■mnuumunm©■■m■■■m■on■■um�muu®■u©■n■■uu . m��■■■n■■■�■■■nmuununm■■■m■■o■■o■■■■��m��■a■■mn■m m��m■n©■■®■■©un©uuu©m■■■■■©■■■■■■■■■■■■��ma■m■■■m■m u■��m■n■■■�■■■uuuununmm■■u■■■■■■n■■■■��ma■n■■■m■m m��■e�■■©■u®■■©nn©nnu©mn■■m■m■n■■■■��m��■n■■■m■m u■��■■■■■■uuu■■■uuuununmm■■■■n■■■■u■■■■um�muuuu■■■■■un■u■ •r m •- �m,■n■n■■®n©nu©um�m■■■■■m■■n■o■■■mm�mo■nu■■■©■©■■ m��■m■■■■■�■■■npnn®�■m■m■■m■n■unm�mm■nn■■■■■■■■■■■■■ �■m■■n■®■©■mnuuum■m■�©■■■■n■■m■nummm�muuun■■■n■■n■©■■ � � '� u■ ,• m,�m■■o■�m©unumnmm■m■n■o■■■■m■mmm®uunn■■■o■■■m©■■ , -, m■��■■■■■■■■mmin■nnnnnnnm■m■■■■n■■■■■■■■■nm�m■nn■■■m■■■SEEN ■ m�®®n■■■■■■®mouuumnmm■■m■■n■■m■■■■mm�mnuun■■m■■■n©■■ MOUNT ON SIGNAL POLE • , ,• -■■m■■■m©■■ MOUNT O SIGNAL POLE ��■■■o■■■ ■nuuuunuum■■■m■m■■n■■■■■um�muuunnm■■■n■■■ mem,mt■■■m■■■®■©■mmmmnmmm©■■n■■■■■■■■■o■■mm�mmmam■©■■■■m©■© AME POSTAS NO 12 mill • u■ .� m,m,■■■m■u®■©■mnomunm©■■■o■■■■■■■■o■■um�muuan■©u■■■■©■© ��■■■n■our■■■unanu��u■m■■u■■nm■■��m��m■o■■■n■■ - mem,mt■■■■■■■■�■©■©mumunm©■■■mu■■■■um■■um�mm�am©u■■■mu m •• �mt■u■■■o®■©■mnuummnm®■■■m■u■■mu■■��muuuun■©u■■■mm m��■u■o■■�■■■unmmnnnm■■■■■mu■■mn■■��m�nnm■n■■■nm m�®®■u©u■■®©■■©�umm�mu■■■mmu■■■■■��m��■m■■■■■©nu •, . : . m , ®®■©■©m■®n■uummmm■mu■■■m■n■■m■■■��m��■n■■■■■©■m■ ��■■■■m■�m■uuuoomu■■■■■■■mm■■®gym®■n■■m■■m m �■©■■©n■®mmu®ununmm■■■u■■m■■■■■��m��■n■■m®■®■ . m�®■■■■■n■�■nuuu�mnm■m■■■■■m■■■■■■��mum�■■■■■m■■■n ,. ., , m �u■n■■■®■mm�uumunm■m■■■■mm■■■■uum�mnuun■■■■■m■■©■■SAME POST AS NO. 48 u■ • ®o■m■■■®■©■mnuumnnm■m■■■n■n■■■■nmm�mnuuu■■■■■■m■©■■ ��n■n■■■�■■■nnnuuuum■m■■■■■■■■■■■■n��mmmmm■■■m■m■■■■ -. ®��®m■■■■■■®■©■mnnumun®■m■■■■■■■n■■■nnm®nunn■■m■m■©■■ - . m■��®■■■■■■■■®■©■mmmmm©mm■nn■■m■■■■ummm�mmmm■■m■■m©■■ -, • • .. ` n■ � •� - �®■■■■■■u®■©■mnuumunm■■■m■■■■■■m■u■■um�mnuun■■■■■■■■n©■■ -, . -: n D. •• SAME - AS NO. ': n■��■o■■mum■■■mmmmmunm■■■m■■n■■■■■■■■um�mununnnn■■a■■■ SAME -ST AS NO. 60 m ® ■u■■■n�■■■®uoumm�m©■■■unnu■■■■■■��m�®u■©■■■■n©■■ m ® ■n■m■®u■m•onn©um■■■■un■n■m■■��m��u■■■■■■■■u■ n� •••• ■■■■■n■�n■�num■n■n■■�■mm■■��m®■■■■■■m ��■■■■■■■■u�munnm■nn�n■■■m■mm■■■��m��m■■n■■an m��®n■n■■■®m■u�umm■m■■■■■■n■m■u■■■��m��■a■■n■■na = • •_ m •��®■■■u■■■®mnuuumm■m■■n■■■■■m■u■■■��■n■■m■■■n mmt ■■■n■■■®■unuommumm©m■■■■■■■■■■■■mums®■n■■■m■m ��■un■uuu■■■unnunuum■n■■■■m■■m■■■m� �■m■■■m■m■ ■■■■■■m®■©■©nuummu0©nmum■■n■■■■■��muuuu■■■®■■m■■©■■ m■��■■■■■■uu�■■■nnnuuuum■■■m■■■■■■■■■■■■um�m��mmm■■n■■■■ u■��■u■unu�■■■nnnuuuum■■■■■■■■■■■n■n■■��muuun■■m■■■■■■■■ • • - SHEET NO, WASHINGTON COUNTY r • •• BER 30, PRO TFC Sta 188.6455.17,2.21'Lt. TOC Sta 9.3T Lt. MEDIAN DETAILS TFOC 5196.5150.00,13.37 Lr. ��ND INE,, POC Sta=5+75.00,2.33'LtPOC Sta=8+75.00,13.40'Lt 48570PE 9 TFC=189.19 POC Sta=6+75.00,12.28'Lt. POC Sta=7+25.00,13.41'Lt. TFC=197.20 ORIGINAL SIGNED BY PRC Sta=6+01.41,2.46'Lt. TFC=191.98 TFC=193.00 TFC=189.95 PCC Sta=7+05.85,13.49'Lt. PRC Sta=7+38.80,13.34'Lt. POC Sta=9+00.00,13.43'Lt. TFC=192.52 TFC=193.32 TFC=197.83 Fy�gN 15 PRC Sta=6+27.39,5.25'U PRC Sta=9+28.20,13.47'Lf. FTH S. TFC=190.83 POC Sta=7+50.00,13.35'Lt TFC=198.57 TFC=193.58 EXPIRES: 12Z31 Z2012 COUNTY PROJ#2523 POC Sta=7+75.00,13.34'Lt. CITY PROJ# 0567 TFC=194.28 O l PRC Sta=9+28.38,5.97'Lt. O y POC Sta=8+00.00,13.34'Lt TFC=198.85 o NT O TFC=194.97 LJ 10 �m POC Sta=8+25.00,13.35'Lt. y _ POC Sta=9+00.00,5.93'Lt. TFC=195.69 TFC=197.89 n PRC Sta=5+55.25,5.29'R. 11 TFC=188.38 O g x POC Sta=5+75,5.17'Rt , 00 TFC=188.94 POC Sta=8+75.00,5.90'!t. TFC=197.26 PRC Sta=6+01.44,5.03'Rt. W"Line OD O a 12 0 TFC=189.84 g s PRC Sta=6+28.95,2.09'Rt. �ORry wow TFC=190.85 O SCALE FEET ~ POC Sta=6+50.00,1.78'Lt. ' 15 15 30 e M TFC=191.6300 POC Sta=6+75.00,4.76'Lt. PRC Sta=7+38.75,5.84'Lt. p POC Sta=8+50.00,5.87'Lt. M N N TFC=192.45 TFC=193.72 TFC=196.68 a z o POC Sta=8+25.00,5.85'Lt. a PCC Sta=7+05.83,5.99'Lt. POC Sta=7+50.00,5.85'Lt TFC=193.25 TFC=193.86 TFC=196.03 o F POC Sta=7+25.00,5.91'Lt. POC Sta=8+00.00,5.84'Lt, a a TFC=195.18 BY DATE TFC 193.56 DRWN JJG 1/10 Sta. M ` JJ t0 Sta. 9+$3 POC Sta=7+75.00,5.84'Lt DSGN JQ/J 1/10 TFC=Top face of curb TFC=194.41 CHKD KSR 1/10 Curve Table 0 Infiltration planter Curve No. Radius Delta Length N 1 3.75 180°45'02" 11.83 3,3 Noninfiltration planter 2 104.00 98°54'14" 179.52 9 y �S 3 412.63 4°38'13" 33.39 0? Stamped P.C.conc. 4 196.00 22°49'09" 78.06 a m z Q (Pattern to match'Cutstone' S 194.00 6°0631" 27.46 F a p finish on lock-block walls. 6 401.67 6°3021" 45.61 a Q J W Submit to city for approval.) 7 3.75 160°00'00" 11.76 o z Q 409.13 6-3044- 46.50 m LU (p 9 186.50 8°0631" 26.39 9a r O Z 10 203.50 22°49'09" 81.05 = o Q it 420.13 4°38'13" 34.00 z y w 12 96.50 98°49'06" 166.43 w m C7 N NOT REVISED AS CONSTRUCTED SNEn N0, DECEMBER,2011 16 OF 179 SHEET TITLE 2B ND I ROFR � THIS SHEET TO FACE SHT.213-3 Al2=10+79.61 4857OPE 9 PACIFIC HWY WEST(OR99W) 34.82'LL,Elev.198.62 ORIGINAL SIGNED BY POT Sta 101+02.16 Curve data 45.22'Rt.,Elev.205.47 POT Sta 100+98.94, PT Sta 10+79.08 D=132°2256" 5, 200�� PC Sta 101+04.55, 40.16'Rt.,Elev.20+97.57, 36.94'Lt,Elev.198.61 R=2.00' PC Sta 10+77,88 PC Sta 100+97. FTH S. 40.98'Rt.,Elev.205.42 38.00'Rt.,205.53 33.49'LL,Elev.198.63 Al2=101+06.19, d/2=100+97.46,36.07' EXPIRES: 12 31/2012 49.91'Rt.,Elev. o Rt.,Elev.205.54 SAO o C(� COUNTY PROJ#2523 205.42 \ CITY PROJ# 0567 Curve Data Curve Data °°°°0 0 0 o0 0 0 D=115°56'02" D=112°30'25" o00 0 0 0 0 0 0o oo°0 0 0 0 . 'Raised L=4.05' POC Sta 10+75.53 L=3.93' °0 0 0°°o o R=3.00' R=2.00' 40.47'Lt.,Elev.198.58 m R=2.00' Raised' O ?� r� o o •Raised. . s R=5.00' o o°° PT Sta 100+89.04, POC Sta 10+71.60 G 00°00 34.94'Rt,Elev.205.54 45.01'Lt.,Elev. 198.55 0 o°o o Sta 10+69.69 PRC Sta 101+0787, Cut-thru po°oo o°o°o° R=3:00'' 32.83'Lt.,Elev.198.71 49.06'Rt.,Elev.205.41 0 o area o 0001 POT Sta 101+01.70, o°o°o° °o°0 0 0 0 I 0 0 0°0° 34.64'Rt.,Elev.205.52 ° o°01°00° 0 0 0 0 "000 0 00 0 °� o°o°o°o° 0 0 0 00 ® Sta 10+63.71 POC Sta 101+09.97, 00000 pOoo h 0000 o0000 O' 00 00000 0 32.36'LL,Elev. 00000 POTSta 101+07.66, 00 00000 4620'Rt.,Elev.205.41 0 0 0 o o Curve data 0 0 0 0 0 - 198.77 % o°o°01°01 o R=S:OQ'' 33.96'Rt.,Elev.205.49 Signal pole o o 0 0 0 o % 00000 u� D=15°5427" \ / 00000 PT Sta 10+60.62 i/ 0000 �e L=21.66' \ / 000oo ~ R=78.00' Cut-thru 0101° 32.11' - Q POC Sta 101+13.80, Signal pole area lt.,Elev. a 41.58'Rt.,Elev.205.41 ® PRC Sta 10+65.50 , ' 198.81 Curve Data , 53.72'Lt.,Elev. 198.49 R=3,00'. D=13°52'12" Raised• �° V Raised' d/2=10+58.92, h m 0000000000 . , 0000 'Ral'§ed 32.8X Lt.,o0000L=19.97 54.19'Lt.,Elev. 19851 00R=82.50' Elev.198. 84 00oo0000000 F" i/ \ DU 33°40'17" 1.5/o z o S .0 Curve data a zL=2.33' POT Sta 10+60.74 POT Sta 10+59.16 L=.83' '14" a a CO R=1.00' 36.94'Lt.,Elev.198.78 L=3.83' BY DATE PRC Ste 101+21.21, 42.73'Lt.,Elev.198.70 R=2.00' DRWNCMP 102110 34.25'Rt,Elev.205.4I DSGN JMQ 02n0 PC Sta 101+20.48, PC Sta 10+58.53 CHKD KS" 02110 PT Sta 10+63.68 34.63'LL,Elev.198.82 ci d/2=101+21.47, 32.50'Rt.,Elev.205.43 53.47'LL,Elev. 198.53 PACIFIC HWY WEST (OR99W) n 33.12'Rt.,Elev.205.42 Curve Data D=142'51'11" i Notes: Notes:Entire island to be P.C.cone. R=1.000' uW, -Entire island to be P.C.cont. All stations reference'G'alignment R=1 o All stations reference'Hall'alignment All elevations are flowline g 3: All elevations are flowline o a ISLAND DETAIL "oRTH ISLAND DETAIL d Q Z SCALE FEET 2.5 0 2.5 5 9a m 3 J �= o W0°°o Detectable warning texture- Colonial Red'color (Armor-Tile) NOT REVISED AS CONSTRUCTED Stamped P.C.cone.island sxecr x01. (Pattern to match'Cutstone'finish on lock-block walls. t7 or t7s DECEMBER,2011 Submit to city for approval.) sxesr nne 26-2 i I I NOT REVISED AS CONSTRUCTED {See1 RW-10 for Keystone � �G PROe��sio I WWWaII Ian and profile DECEMBER,2011 I � � 48570P E (� I I 3 a< I Temp.Const. ORIGINAL SIGNED 9Y IQ ° I I I �Esmt. v ry 'HALL'L/NE i �� 5 �2�FN 75, EXPIRES:12/31/2012 co { 'Hall'Sta 104+02.27= "M"Line I 5 'DW7-1 1'0+00 I° DW -11'LINE COUNTY PROD#2523 p CITY PROJ# 0567 7+00 R�. a cone. — _ oa y "d „M„6+95.72= 2 104+00 �I Te^ "MCD"0+00.00 MCD'lin 4 II I 5 v_ j o o ci J I �'� 7-Eleven o m ?? McDona/ds ( I a I 5 n eR°aAosooFlc mrr 1 ( o 11940 SW PACIFIC HM v 2stom neon No.zi of w BiSM Rs W-LCn I 0 o up I o ISA r� ll�et K o o I Temp.Const. I h R Tem Const. o r Esmt U) I Esmt. N Q Z SCALE FEET H1230N SCALE FEET ` z 10 1 10 20 10 5 D 10 20 OConst.std.cont.curb a z o (see drg.no.RD700) 216 216 i 9 Hao � O2 Const.dwy option n o i 6 (see drg.no.RD750) a BY DATE PVI Sta.=0 x42.18 P It Sta.=0+54.18 DRWNJJG 1110 rn rn o o w O Const.cone.walk PVI Elev. o o rn N =203.06 Pi I Elev.=204.00 DSGN 27 1/10 apy v+ olf + otf O (see drg.no.RD720) 212 212 CwH KD KSR 1110 12.00'VC194 +N rn ou 'VC (i II Const.asph.cone.dwy conn. 12.00 n m at m m to a Match entg. Extg Ground Z tD W tD W W 00 o @'DW 7-11 Line y83 a s A a a O5 Const.P.C.C.drainage curb o °p � Oi O N K h x \ 208 _— —_ _ +_N M o o v�V — 208 0 E LL 192 ° / _2 130 > w W m o C/)/00% '267 ° / vmi W m CO a Q 2• a CL _ y 5 W > 79% 204 - _ 91-°,U- — -204 m 190 0+25 0+50 0+75 2.42% 2:60% z g o MCDONALD'S DRIVEWAY PROFILE Profit Grade @'DW 7-11'Line 3 200 200s2 B-3kEj eo. 0+00 0+40 0+80 to or ns 7-ELEVEN DRIVEWAY PROFILE SHEET T/TLE <�,ND PROF�Sf�O� I I �/ BOWElev=203.85 /THIS SHEET TO FACE SHT.28-5 O Const.std.conc.curb �® 4857OPE 9 (n ( I'. - AC FG EIev=203.24 / _._— �__�� (See drg.no.RD700) REVISED AS CONSTRUCTED ORIGINAL BOWE/ev=2 3.66 DECEMBER,2011 SIGNED Y� I I I 3 AC FG EIev-03.6 O Const.dwy option n THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON o I (See drg.no.RD750) INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND 4 Temp.Const. WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS 5, 2� `Z� �' 'n 1 I I / `Esmt. O BELIEVED TO BE RELIABLE,WriPACIFlC CANNOT ASSURE ITS ACCURACY, y� �F r I V I (L/ N 3 Const.conc.walk AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD a + DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN H SUri _ _ A o (See drg.no.RD720) NCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD I r— �I w p DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. EXPIRES: 12/ 1/2012 ( 2 N COUNTY PROJ#2523 I C I 'OW Russ'LINE r __ O Const.asph.conc.dwy conn. Hall'103+97.49= ® I' Match exig. CITYPROJ# 0567 4 DW ROSS'0+00 I _ _ N 89°00'08"E e 'HALL'f I4+00 it i II _ — O Const.P.C.C.drainagecurb SCALE FEET NORTH 5 0 5 10 Remove extg.conc.walk Z srmI,i F F w �C� 'HALL'y'NE �",�. — — — — 5 — —'C3'Line E fg. R/W v Temp.Const. g C i Esmf. NORTH 'C7'Line—�i ( See sht.RW-5 for Lock Block Wall plan and profile SCALE FEET Extg. R/W .. BOW EIe ';::;;:; (' I 10 5 0 10 20 :SQW EIev=205.0.. q=20507. 2 o HMAC o; Uar.38.1''-8' Vac 9'-10' Wearing Course Leve/3,1/2"Dens PVI Sla=1+43.01 Nam.Thkn.-4" w M PVI Ejv=202.40 Profile RN✓ Grade P•C.C. z AD – 15.50 \ Drainage Slope Uac Slop__ e�Var. Curb 8 ° 212 =1.29 — 212 \ s 2^0'VC c?�gAP a N � , 6 R N ff Temp,Can\Esmf 208 U)" U Fill with AggBase-------208 N Thkn.Ver.-6"-12" Computer Store �w m UBY DATE U ELL DID) \ DRWNCMP 02/10 a s >w SECTION A A DSGN JMO 02/10 CHKD KSR 02/10 204F T 204 N. .S. F W _ -2s4i � � OR99W CIL STA 52 .87.17, 62.05 RT y __ y Z Profile rade @'DW Russ'Line v z \ �y o c z U 200 --- —-- \ 200 Y N� tom— 196 -- — m 196 20.4' s `ri m ¢ W �`So al E/ev.=205.6; z ® > xfg.Ground @'DW Russ'Line \\� Ground EIev.=205.27 - - =N w > 192 - - -- --- \� 192 a, SHEET NO. RUSS CHEVROL T DRIVEWAY PRO iLE SECTION B-B 19 OF 179 SHEET TITLE 1+00 1+40 1+80 2+00 N.L S. 2 B-4 SW MAIN ST. / i / ��FD PROFFs� / o �� 48570PE SCALE FEET Q / j ORIGINAL SIGNED 9Y A 10 5 D ID 20 / / 12000 SW Main St. �FIqN �n / OS yQ8 File 8 I F 15, 2 / TH g• �I EXPIRES: 12/31/2012 1/ 0•.//2. : 1 COUNTY PROJ#2523 CITY PROJ# 0567 . y:II}}tt 1p5j Temp.const,esmt. Match extg. DS 'M'C/L STA 9+02.51, 41.57'RT 12090 SW Main St. ^ 'M'C/L STA 6+05.94, 41.52'RT 1.70' File 2 1.0' 12.5 1.0' ' � Extg.walk 12.5' 5.75 1.0' Extg.walk tYP) Elev=199.34 Etev=190.83 0 o .53'(typ) 0.50' 2.00% PC concrete stairs 2.00% ,'• (See drg.no.RD 120) PC concrete stairs(See drg.no.RD 120) Elev=197.75 Elev=189.32 Aggregate base s/4"-0 BOW elev=189.13 a o Aggregate base 3/4"-0 Nom.comp.thkn.-2" SECTION B-B " o Nom.comp.thkn.-2" BOW elev=189.13 N.T.S. o SECTION A-A <3 N.T.S. OR99W o a¢ d a z BY DATE DRWG DSGN JC1 J 1/10 CHKD KSR 1H0 Z U W OW elev 193.34 .20.: .' z8Nelev=20BO p = o W. ah elev to BOA v U).rn.;. o No Z \ L6BOW a ev�,= 03.69 a a J W Y \ W'.:::phi ::;:: 4.35' 3> Temp.const.esmt.rl 12080 SW Main St. oesmt: 11960 SW Pacificy Hwy =File 4 8st,1g, Kauffman File 8 w Match extg.walk Fly Fishing w" elev=193.14 'OR99W'C/L STA 51+32.48, 62.31'R T `� Temp.con Match extg.walk— elev= alkelev=193.36 NOT REVISED AS CONSTRUCTED w SHEET N0. 'M'C/L STA 7+53.66, 41.55'RT DECEMBER,2011 20 OF 179 SHEET T/iLE 2 B-5 D PRO THIS SHEET TO FA�SHT.28-7 wN 48570PE l P.C.C.buss bslab ORIGINAL SIGNED BY ------------------------------ --Trans,t;ons ----70 ------------- ------------ ---4-5 OL)----— ______________ _ 75 2ooti�� Sta.51+30.31 pp� _ tiFTN S. �� PACIFIC HWY WEST(OR99W) -- Sta.52+80.31 std. ~ ----- X11'Travel lane EXPIRES: 12 31/2012 _- - - - -- 1kelane r , COUNTY PROJ#2523 __ CITY PROJ# 0567 1q� ® 6'— a ®—®® } l -- � J _ NtY .71 Sidewalk — — A -R/W Building I _____________________ _____ - - - Type-W bus shelter Temp. SCALE I FEET 60' 60' 30' Const. 0 10 zD Esmt. Northbound Location 'OR99W'Sta. 51+30.31 to Sta. 52+80.31, Rt. 5' 0-6'End tapers 3 Transition slab 6'Berth area y < 8"HMAC REVISED AS CONSTRUCTED (See typ. Sidewalk a z DECEMBER,2011 sections) p...,:_...,4:..w,:e..:..=�•'r.:::,:,:._,,<�:..-s:,: < oo %.� c THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON 0 0 INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND A base-14" WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS gg• z z BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, (See typ.section) 4"HMAC wearing course(2 lifts) a O AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD 5"thkn.- 3 �2 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN wC.concrete subslab-9" F� INCORPORATED INTO li AS A RESULT.THOSE RELYING ON THIS RECORD P.C.C.P'C'•C'• rq a o DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 30"dowel @ 24"0.C.-#5 bar Fx a ° Subgrade Agg.base-9"of 1"-0 BY DATE geotextile DRWNCMP 02/10 DSGN JMQ 02!10 Section A A CHKD KSR 02/10 NTS uvi I -----'----'=--- ------ -----� A �� 60' Bollards �60' 60': _ 3 h (See sht.2B-7 c Z O Temp Cons �� A Sidewalk Z-5 = - p WType to // — 17 W _— \ 5' bus shelter 5 B1k lane m N W A -11'Travel lane w Z Sta.97+59.90 Transition slabStd.Curb SCALE FEET W O �/ P.C.C.bus subslab 10 0 10 20 m U PACIFIC HWY WEST(OR99W) Sta.98+47.16 N SHEET NO. Southbound Location 21 OF 179 'CONST. CL'Sta. 97+45.48 to Sta. 98+93.80, Lt. SHEET TITLE 2B-6 PRDe�s�/O� 4857OPE 9 SCALE FEET ORIGINAL SIGNED BY IN 10 5 0 10 20 NORTy ��vqN 75, tiFrH S I \ EXPIRES: 12 31 2012 P.C.C.bus subslab COUNTY PROJ#2523 PACIFIC HWY WEST(OR99W) CITY PROJ# 0567 arrsrtron-sFab—— I -- — "TR — ------------i2"WTR---------- t—j'iL -I2"GSR)---� " ------ - �--------- -----------------2' —J `Sta.56+65.00 — — ———— ——- A —Sta.58+15.00 = 4SiaceZrne s U —� — 4 WTRP— -- \� — a + — — h"WTR a — F �Q�TP.5 T 5'Bike lane 77 — — Sidewalk / A Std.curb -------- --- - ____ ------- ------------------- - ---------- R/w Type'A"bus shelter 9� 60 em 60' 30' �J REVISED AS CONSTRUCTED wo / P. �\ DECEMBER,2011 Const. ---------- / Joh — IN PAT,BASED ESmt. INFORMATION FURNISHED BY THE GENERALECONTRACTOR AND UPON o Northbound Location WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, o Sta. 56+65.00 to Sta. 58+15.00, Rt, AND THUS IS NOT RESPONSIBLE FOR ACCURACY OF THIS RECORD DRAWING DR FOR ANY ERRORS OR OMISSIONS IONS WHICH MAY HAVE BEEN o o INCORPORAlEO INTO IT AS A RESULT,THOSE RELYING ON THIS RECORD DOCUMENT ARE ADNSED TO OBTAIN INDEPENDENT VERIFICATION, o 2i 3< w y a a ¢ Fi OF O as � BY DATE DRWN JJG 1/10 8"HMAC a v-n tno rapers DSGN JQ/J 1/10 (See typ. Transition slab 6'Berth area 5, Sidewalk Curb CHKD KSR 1/10 sections) 6'x 11.5'Shelter pad w PCC-6"thick �' y Agg.base-14" Sidewalk Agg.base-2"thick 3 I— (See typ.section) p y Bus shelter a a O 9tYPe A u 5"thkn.- 4"HMAC wearing course(2 lifts) � � �' z i; J 0- P.C.C. P.C.concrete subslab-9" y., Back of walk 2 a -Zm 30"dowel @ 24"O.C.-#5 bars g" *Only at sta.51+30.31- y 5 w® w Subgrade Agg.base-9"of 1"-0 52+80.31 location m w geotextilez W Section A A Bollard&Shelter Pad Installation Z w NTS NTS W m O c� 3 N SHEET N0. 22 OF 179 SHEET TITLE 2B-7 �D PRO F ,o� 10" Notes: G I N E E Wire mesh 1. Concrete shall be commercial grade. Typical Sidewalk Scoring Dimensions ORIGINAL SIGNED BY A ti 2.Sidewalk joint shall be troweled with a Sidewalk width A* B* C F y 9y 75 Zp0 �� min.%2"radius along back of sidewalk. FTN 8'-0" 5'-0" 3'-0" 5'-D" S. 3.Reinforcement shall be 6"x 6" with 10 EXPIRES: 1-2/-1/20126' gauge wire mesh 10'-0" 6'-0" 4'-0" 6'-0" COUNTY PROJ#2523 12'-0" 7'-0" 5'-0" 7'-0" CITY PROJ# 0567 • *Tree wells and or planters generally located within zone B. For tree wells located within zone i o A,adjust scoring as required to C Curb i r o maintain desired scoring patterns. A EQ EQ Back of sidewalk 6" © EQ Back of sidewalk w Max sl 2% a m o F I I— w 6"P.C.Concrete A Wire mesh i a F U 3 „/4 0 (2"from bottom) Aggregate base, Typical Sidewalk Scoring tz ' Nom.comp.thkn.-2" Section A-A Pattern Detail NTS '_°a Concrete Bus Shelter Pad a a BY DATE NOT REVISED AS CONSTRUCTED NTS DRWNCMP 02!10 DECEMBER,2011 18"" Sidewalk P.C.conc. DSGN JMQ 02/10 Pvmt.overlay Commercial rade conc. CHKD KSR 02/10 geotextile ( g ) 6 ?� v F 6"Min 1 6"Min. - z N 1 rEO ach side Each side HMAC Level3 z"dense N Nom.thkn.-3"(residential) fjoint ofjoint f 4"-17" 0 E 4" 1 Depth varies o z u) Nom.thkn.-4"(commercial) HMAC wearing course 2" ED ¢� a O 1 F a y o W Asph.Conc.Dwy.Conn. HMAC basd Gourse a Z Baseofcold �' 6" 3"Below a¢ plane pavementa"Aggregate base extg.pvmt. 3> q W-J 3 '�d - 7J" LJd J 01 �+m @ O W removal J 11 rU �f� Nr�� Sawcut&pavement joint _ o Subgrade to be compacted J 18"wide self-adhesive m y geotextile z Aggregate base Thickened Back of Walk Nom.thkn.-6"(residential) Note: Geotextile to be placed on all transverse NTS Nom.thkn.-12"(commercial) and longitudinal pavementjoints SHEET H0, 23 or 179 Driveway Pavement Section Pavement Overlay Geotextile SHEET TITLE NTS NTS 2B-8 wNew Guy Pole w ( REVISED AS CONSTRUCTED � �ND PRO 19� y o DECEMBER,2011 `� 485 OPE New Back ofWalkORIGINAL SIGNED BY ;424" SCALE FEET THIS RECORD DRAW HAS BEEN PREPARED, PART,BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR RACTOR AND 15 7.5 15 30 WASHINGTON COUNTY INSPECTION STAFF.NN THIS INFORMATION IS ANDBEU VED 1'5 NOT RESPBE LMSIB EAFORCCANNOT THE ACCURACYROFTTHISCRECORDCURACY, �n qN 1S •LOO - DRAWING FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN ✓ INCORPORATOR ED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD FTN S SCALE FEET DOCUMENT ARE ADYASED TO OBTAIN INDEPENDENT VERIFICATION. 4"COnduit EXPIRES:12 31 Z2012 ® 2.51.M56— 2.5 5 - - - - - - COUNTY PROJ#2523 CITY PROJ# 0567 O W A COTT VACANT V a w w - AUTO B00Y SHOP EMRANC 25101 BB00801 i PACIFIC A KNAUSS,WAYNE End Curb&Sidewalk m o 9ERVICE CENTER ENTRANCE w mo 251018800900 FILE NO.15 Match Existing 11880 SW PACIFIC HWY N a Mo z FILE NO.WAYNE ' g - 2S101BB00401 _ FILE N0.13 a Temp const.Esmt. o FILE N0.13 A ' Retaining Al Wall a g. IF- -' »se------ ---- ----------- ---60"WQ.� --- -----s°ssr------- 4"Conduit ______ N 4"Conduit 12"Storm Line I Manhole w Hall Llne --�-- — CG-3 Inlet �1 r A - ALL BLV - 2A - � ------ U �a � o� d as z BY DATE DRWN JJG 1/10 DSGN JQ/J 1110 CHKD KSR 1/10 6.5' ROW F y ~ w 30"Manhole ? �: Lid Retaining Wall I n 1" I Back of Walk f` o? LL --- 20,. Water Quality 20 I N m a W Manhole 4"Conduit I New CG-3 Inlet --F4-73' 4'Conduit J –� (Install Between Inleto z and R.O.W.) I m 3 Section A A -------- ____——— Curb m NTS SCALEFEET SHEET H0. ® ®2.57.25=62.5® 5 24 179 SHEETT TITLE 2B-9 el PROFFsf INfF� 48570PE 9 Original ground- ORIGINAL SIGNED BY Original ground Cleared and grubbed surface vqN , 2 �`�� , 75 F New embankment placed and FTN S. compacted in horizontal layers EXPIRES:12/31/2012 COUNTY PROJ#2523 's�o CITY PROD# 0567 Aa°a was ,,,ir 36"-48"max.typ. Original ground �° o 4 U o 19p (� �'+ Excavation surface after benching Existing toe of scope \� 36"min. typ. 10'min. or as directed SLIVER FILL BENCHING DETAIL M N.T.S. 0 0 0 U o z z Original ground w Cleared and grubbed surface �z a� d New embankment placed and BY ogre ORWNCMP 02110 compacted in horizontal layers OSGN JMQ 02"0 CHKO FSR 02"0 w S/op@�a�es N ~ O 36"-48"max.typ. Original ground c g LL W Excavation surface after benching U) to _ J ZZ Note: 36"min. typ. a 5z H U Construct benches on slopes steeper than 3 w F— 10'min. ='m ® Z 1:5(V..H)to provide positive bond with r existing ground. ^or as directed rc= o Y z N m ® Excavation 3 m w STANDARD EMBANKMENT CONSTRUCTION SHEET No. NOT REVISED AS CONSTRUCTED N.T.S. 25 OF 179 DECEMBER,2011 sNEcr nr�E 26-10 PROFFS Xx 6'(nominal)Access hatch ST®RMFILTER 900 ��570PE r/O� ', ' ', � OR Inlet dissipator � IGINALSIGNED 9YLi ° Outlet FT 15' sump H S. r —— :• EXPIRES, 12 31 2012 COUNTY PROJ#2523 vi CITY PROD# 0567 z C MATERIALS LIST-PROVIDED BY CONTECH COUNT DESCRIPTION INSTALLED BY o d o 9 rl (9) V9 6' ( 6 18"15 gpm cartridge(blk) Contech �u® z 7 Cartridge plug Contech I _ I®/ I 1 Flow kit Contech I Z 1 Inlet dissipator Contech ( ( Stormflite i/tp, 0: 1 Sealed overflow assembly Contech I cartridge 1 Sealant for hints Contractor [� 6„ L J Grade rings/risers Contractor - J 1 3'x 6'access hatch Contractor N a3 10" 3' SITE DESIGN DATA W o Water qualityN Outlet flow rate 0.18 cis 90' e 0 00 (7) Peak flow rate 1.59 cis (6) Return period z z 25 rs ° STORMFILTER-PLAN VIEW 1 of eak flow y STORMFILTER-SECTION B-B B a 3 a 1 Filter media type ZPG Vault style:10A Outlet sump(NIB) 1 N �s 0Q d as z PERFORMANCE SPECIFICATION BY DATE Filter cartridges shall be media-filled,passive,siphon actuated,radial flow,and self cleaning. Radial media depth shall DRWN Rim elev.185.95' be 7-inches. Filter media contact time shall be at least 37 seconds. Specific flow rate shall be 2 gpmisf(maximum). DSGN ,*L,7 Specific flow rate is the measure of the flow(gpm)divided by the media surface contact area(so.Media volumetric flow CHKD rate shall be 6 gpmlcf of media(maximum), ci w GENERAL NOTES z y 1. Contech to provide all materials unless noted otherwise. 3 ' 6'-5/8" 2. Dimensions madred with()are reference dimensions.Actual dimensions may vary, y Inlet 3. For fabrication drawings with detailed vault dimensions and weights,please contact your Contech stormwater solutions representative. 2 z B B wwwoontechstormwateccom O? o LLI Inv.elev.182.20' 4. Stonnfliter water quality structure shall be in accordance with all design data and information contained in this drawing. Contractor to ¢a F-, t Sealed confirm structure meets requirements of project. N z a Inlet pipe Overflow 5. Structure shall meet AASHTO HS20 and castings shall meet AASHTO M306 load rating,assuming earth coverof 0'-5,and z 0 12" groundwater elevation at,0r below,the outlet pipe invert elevation.Engineerofrecord to confirm actualgroundwater elevation. Assembly a 0 INSTALLATION NOTES hM 1— Inlet Dissipafor m 1. Any sub-base,backfill depth,and/oranti-flotation provisions are site-specific design considerations and shall be specified by engineer Outlet ofrecwrd. ¢ z co 2. Contractor to provide equipment with sufclent lifting and reach capacity to lift and set the stormfliter vault(I1Bing clutches provided). �_ ° X Stormfilter Inv.elev.179.90' cartridge 3. Contractor toinstalijointsealant between all vault sections and assemble vault. z y -C+0 cartridge 4. Contractor to provide,install and grout pipes.Match outlet pipe invert with outlet bay floor. w 5. Contractor t0 take appropriate measures to protect cartridges from construction-related erosion runoff. Outlet pipe STRUCTURE WEIGHT y 012" Approximate heaviest pick=t.b.d,lbs. LS/RS NOT REVISED AS CONSTRUCTED SHEET N0. STORMFILTER-SECTION A-A (�A1 DECEMBER,2011 26 OF 179 1 SXEET TITLE 2B-1 1 D PRO 147*147" Sand collar � GINeep IOC A 7OPE <o Outlet HDPE outlet riser ORIGINALS SIGNED BY ,- _ \`��\ sump Inlet 012"Stub �F��yti 1s, 20o��S� \ ��/ \\\ � 08"Stub A EXPIRES: 12131/2012 1 COUNTY PROJ#2523 ws s J \ CITY PROJ# 0567 ° L— Outlet CN)NTECo o " Construction n flow Molded-in cut lir 0 ' 6 Jro,mwsa`` / b ass see � 60"i.d.manhole yp ( (See installation O A — structure installation note 7) ® W '^ E Frame and J PVC slipnote 4) o (i) Q cover(typ) (72')o.d. Step plug Grout 'AYU0 (By Contech) MANHOLE STORMFILTER-PLAN VIEW 1 MANHOLE STORMFILTER-SECTION B-B JB1 MANHOLE STORMFILTER-DETAIL r� 1`` ® 1 Flowkit:41a 1 1 MATERIALS LIST-PROVIDED BY CONTECH SITE DESIGN DATA quality COUNT DESCRIPTION INSTALLED BY Water q tY 3 18",15 gpm, __Gcartridge(blk) Precaster flow rate 0.09 cis w M F Contractor to grout to finished grade 1 2"PVC slip plug Precaster Peak flow rate 1.63 cis Grade - (see plan for location) 1 18"Outlet riser Precaster Return period M ring/risers / of eak flow 25 yrs g \.�\ s^Min. 1 Flow kit Precaster a o t 1 Joint sealant(by precaster) Contractor Filter media type ZPG o Rim elev.204.64' 1 plc Grade rings/risers Contractor ° N 1 030"x4"frame and cover Contractor a o PERFORMANCE SPECIFICATION ojz Floatabies Filter cartridges shall be media-filled,passive,siphon actuated,radial flow,and self cleaning.Radial media depth shall a a a � F—� be 7-inches. Filter media contact time shall beat least 37 seconds. Specific flow rate shall be 2 gpm/sf(maximum). 8Y DATE Baffle 11'_2 1/4^ Speciflc flow rate Is the measure of the flow(gpm)divided by the media surface contact area(so.Media volumetric flow DRWN CMP 02/10 B _ B rate shall be 6gpm/cfofinedia(maximum). DSGN JMQ 02/10 CHKD KSR 02/10GENERAL NOTES (6') 1. Contech to provide all materials unless noted otherwise. w — _ 2. Dimensions marked with()are reference dimensions.Actual dimensions may vary. w 3. For fabrication drawings with detailed structure dimensions and weights,please contact your con tech stormwater solutions elf representative.wwwcontechstonnwateccom w W Inlet 4. Stormfilter water quality structure shall be in accordance with all design data and information contained in this drawing.Contractor to rn I— Inlet pipe confirm structure meets requirements ofproject. c z o J O 12" Inv.elev. 195.75' 5. Structure shall meet AASHTO HS20 and castings shall meet AASHTO M306 load rating,assuming earth cover of 0'-5',and 6� agroundwater elevation at,or below,the outletpipeinvert elevation.Engineer ofrecordtoconfiirmactual groundwater elevation. t a lY _ 0 =O O INSTALLATION NOTES 1. Any sub-base,backfill depth,and/or anti-flotallon provisions are site-specific design considerations and shall be specified by engineer B z E) See outlet detail ofrecord. I (This N n sheet) 2. Contractor to provide equipment with sufficient filling and reach capacity to lift and set the storms ier structure(lifting clutches c m = O Filter cartridge J Outlet provided). Inv.elev.193.45' 3. Contractor toinstalijointsealant between all sections and assemble structure. a zo Z Flow kit Outlet sump HDPE outlet riser 4. Contractor to provide,install,and grout inlet plpe(s). M9 w Q 5. Contractor to provide and install connector to the outlet riser stub. Stormfitter equipped with a dual diameter HDPE _ > MANHOLE STORMFILTER-SECTION A-A outlet stub and sand collar. If outlet pipe is larger than 8 inches,contractor to remove the 8 inch outlet stub at molded z 0 1 in cut line. Coupling by fernco or equal and provided by contractor. O cfl 6, contractor to take appropriate measures to protect cartridges from construction-related erosion runoff. N 7. contractor to Install supplied plug in construction flow bypass when system is brought on line(pressure fit only,do not SHEET N0. NOT REVISED AS CONSTRUCTED glue). 27 Or 179 DECEMBER,2011 STRUCTURE WEIGHT SHEET TITLE Approximate heaviestpick=t...lbs. 28-12 485 OPE 9 81-onORIGINAL SIGNED BY P.O.Polymer r Products Inc. i ��/�vqN 15 drain INSTALLATION DRAWING \ N IL Chardon, OH 44024 12" FT PH: 440-285-7000 H S DRWG# 1240Date: 11.21.00 FX: 440-285-8517 WWW.A000SA.COM K100S: Load Class A-C:Concrete Finish e-mail: soles6acousa.com12" EXPIRES:12/31/2012 COUNTY PROJ#2523 \ Rip-Rap class 50 CITY PROJ# 0567 SEE NOTE 4-� 55 1/8" BACK OF PCC WALK Rip-Rapgeotextile, '4� REVISED AS CONSTRUCTED NEW PCC DRIVEWAffI type 1 o"'y DECEMBER,2011 0_ .- o p ASPH. CONC. THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON o a DWY. CONN. SECTION A-A INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND d WASHINGTON COUNTY INSPECPON STAFF.WHILE THIS INFORMATION IS + m®7 D BEUEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, t!d AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD A DRA191NG OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN d CONCRETE INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD SEE NOTE 2 B=Diameter of circular 2B B 2B DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. barrel pipe RIP-RAP BASIN \\\\\ BEDDING LAYER N.T.S \ a"-s" MIN d NYLOPLAST DRAIN BASIN N SUB BASE rz w o 1 2INTEGRATED DUCTILE IRON �¢ FRAM D= MATCH BASIN O.D. MIN 4"-6"MIN O�Op ts'MIN WIDTH GUIDELINE N o J �ooO � o U N In z FMIN THICKNESS GUIDELINE (� O NOTES: MINIMUM PIPE BURIAL ¢ N 1.It Is necessary to ensure the minimum dimensions shown are suitable for the eO.Ung ground conditions. Engineering acWce may be r.q.U.d. Q3 VARIABLE INVERTHEIGHTS DEPTH PER PIPE F 3 to 2.A minimum concrete strength of 3000 PSI IS .Comm.nd.u. The concrete should ba vibrated to eliminate air pockets. AVAILABLE(ACCORDING TO MANUFACTURER Qs ADAPTER ro a o BE 3.Expansion and crack control joints ore recommended to protect the channel and the concrete surround. Engineering advice may be required. PLANSITAKE OFF) RECOMMENDATION ANGLES TRAFFIC LOADS.CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE O O 4.The finished Iavel of the concrete surround must be oppr...1/8"above the lop of the channel edge. vAR1ABLEo°-3so° a Z 5.Refer to ACO'S latest installation instructions for complete details. ACGORDINGTO PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED PLANS TAKINGINTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC BY DATE LOADING,&OTHER APPLICABLE DESIGN FACTORS. DRWN JJGfl/10 DSGN JQ/J110 MINIMUM ' CHKO KSR /10 ACO Polymer Products Inc. OVARIABLE S TO PLANS SPECIFICATION CLAUSE P.O. Box 245 ALCOR°'NGITMINNB drain Chardon, OH 44024 (6'MIN ON B'-24',10"MIN ON 30`) UJ � C�D'Qln °,.f 4^MIN ON B'-24" i ut PH: 440-285-7000 ®VARIOILABLEUSTY SO30"FO&ORRUGA EDHI)PB 4 6'MINON30" F' DRWG/{12¢0 Data: 11.21.00 FX: 4¢0-285-8517 AVAILABLE:4"-30'FOR CORRUGATED HDPE = to WWW.A000SA.COM K100S Trench Drain System E-mail. soles0ocausa.com (ADS N-12,ADS SINGLE WALL,RANCOR DUALWALL), U � SDR 35,SCT 40 DWV,CORRUGATED&RIBBED PVC h^.Il. THE BACKFILL MATERIAL BHALL BE CRUSHED BTONE OR OTHER iN The surface drainage system shall be polymer concrete RIDES ehonnel system with 9o1vonized steel or stainless steel K-roils o,manufactured by -1 U GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II F- ACO Polymer Products,Inc.,Chordon,Oh. MATERIAL AS DEFINED IN ASTM D2321.BEDDING&BACKFILL FOR 09 U (n WATERTIGHTJOINT SURFACE DRAINAGE INLETS STALL BE PLACED&COMPACTED Q U -J (CORRUGATED HDPE SHOWN) a Channels shall be manufactured from polyester resin polymer concrete with an integrally cast-in galvanized steel or stoiniess steel edge tali. (CORRUGATED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. The system shall be 4 Inches(100mm)nominal Inside width with a 6.1 in.(155mm)overall width and o built-In slope of 0.6% All channels A PART GRATEOPRONS Q Q Q shoe be interlocking with a mole/female Joint. Each channel shall have preformed 4 in.(100mm)round and 6 in.(150mm)oval drill-outs on 8' 2808AG PEDESTRIANISTANDARO SOLID BRONZE DOME ORDAIN `� Z the bottom for vertical connection with underground piping. iD' 2810AG PEDESTRIANISTANDARD SOLID BRONZE DOME DROPIN F' The complete drainage system shall be by ACO Polymer Products,Inc. Any deviation or partial system tlesign ono/or Improper installation Blit 12' 2872AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROPIN N m Q 15' 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME ORCHID ®J voitl any antl all waRanties provided by ACO Polymer Products,inc. O'VH OTHEEDEDIFTIODCOVERS-l-EEDUCTILE IRONPERA5if.1153fi GRMEt05SM, f_ H WI 30-'HAXCE HALL BE DUCTILE BRDKIRAe TES 18' 2818AG PEDESTRIAN STANDARD SOLID NIA DOME DROPN p-t2°3o•FwHdES'HAM—HALL BE DUciILEIRONPERASTi.iA53fi cRA0ET05D05 24' 2824AG PEDESTRIAN STANDARD SOLID NIA DOME DROP IN �2 p (n Channel Shall withstand loading to Load Close C(DIN 19 580). Grate type SPOIL be appropriate to meet the OO-0 BECUsTOMITCUUFACTURED AccORDINGTOFLAN DETNLS.DBMS 30' 2830AG PEDESTRIAN STANDARD SOLID WA DOME NIA = 0 system load class specified and intended application.Grates shall be secured by means of either a boRl—locking`Ouicklok"device or FOR DUETOSHIPFTna STwCTIO S. ISO N w locking bolt and bar. Channel and grate shall be independen8y certified to meet the specified DIN 19580 load class. �-D CaNNECTTIONs UUBJOINTTiGHTNESSSt C0 Eo108TOn TIrt03212FOR DRAWN BY E c MATENAL i30 Bee"AVE Ma BTEC HDPE(DADS&HHNCDR DUAL NALL185DR35 PJC B BUFORD,0AS0518 LLLL��y Polymer Concrete shall have material properties of;compressive strength range between 14,000-14,500 psi;Ilexuroi strength between 3600- ®-AD uNN GLEO°TD3So°.TODET IT11n EeeNII.I1A 4 E E 1.x306 �T p PHNV70)S3- 4500 PSI;tensile strength of 1500 psi. Th.material water absorption Too shall not exceed 0.17 by weight and shall be resistant to nb=ENSADAPTER55EE DRaxrveGNO.TOOI-1Ioo12,TOO1-t d13,&Toot-t1— 1'Y�A® JaS$ ax V70)93224N d salt ex a tltive frost c d ch.micell t t to dilute acids and alkalis. 8-GPATESSHALL EALETTIDO RATINGFORI2°-24"PED D PD BY CJA PROJECT co.-US nv.nYloplasl us.som pro Onge posafe,rpe yc es an yrese an ]-G PATES SHALL DEPT HSO LOAD RATING FOR 30"RED&IT-33"STD&SOLIDN TITLE 8-A FDFOZE GRATES.oROPINGRATEe,&B'&10'PED(BTDGRATES&BOLIDCOVERBARE DATE 1x3Ae DRUICKSPCHISHSTANOARBGRATE Tho system ahvll be Insfvlied in accordance with the manufactarees instruetlons and fecommendotions. RATED FORLIGHi DUIYAPftICATIDN50A4Y pUICi(SPEC INBTALLATI011 DETNL SHEET N0. 9-DOt.IE GPATES HAVE Na LOAD RATING DWG SIZE A SCALE 1:48 SHEET IOF1 DWG NO, 74014I6144 28 OF 179 SHEET TITLE 2B-13 15 Inst.R3-5L type"W1"sign,WNW", ��D PROFF CURB DATA TABLE CURB DATA TABLE on 4x6"wood post,16'length �� I N Sfa 54+57077,32'11 (See drg.no.'s TM200,TM201,& End std curd� LOCATION URB POINT C.L.STA. C.L.OFFSET T.O.C.ELEV. LOCATION URB POINT C.L.STA. C.L.OFFSET T.O.C.ELEV. TM670) 48570PE 9 Begin d 7(a curb \ O PC STA 54+47.00 39.88'LT 205.77 O PC STA 54+57.05 108.95'LT 20TOO 16 Inst.R5.1type"R"sign,30x30", ORIGINAL SIGNED BY Sta 54+37.8 120.39'If PRC STA 54+47.91 41.30'LT 205.81 PT STA 54+56.54 109.81'LT 207.01 on 4"x4"wood post,14'length Match extg Ik O PRC STA 54+56.82 105.66'LT 206.97 O PC STA 54+70.68 8731'LT 206.58 (See dr.no.'s TM200,TM201,& � N 15 2 0(1•�� Sawcut line PT STA 54+57.07 106.32'LT 206.97 PT STA 54+70.89 79.87'LT 206.58 14 PC STA 54+56.71 56.28'LT 206.20 PC STA 54+65.13 64.29'LT 206.57 17 Remove flog.island H S 16 \ O © © Inst.3"of level 3,1/2"dense HMAC on PT STA 54+74.69 39.86'LT 205.83 PT STA 54+99,08 52.31'LT 206.54 8"of3/4"-0"aggr.base EXPIRES. 12 31/2012 R=1' R-1 COUNTY PROJ#2523 PC STA 54+65.89 94.56'LT 206.77 18 Const.type Gibson Steel catch basin © O PRC STA 54+67.62 94.37'LT 206.74 O Remove flog.curb O Model#MPCB10-48HB-12 or CITY PROD# 0567 20 12 •: .� 11 •'• , ? Inst.6'long precast co nt.curb stop-2 approved equal Sawcut line Ograte Match extg.curb expj on 99W Inststandard crosswalk Ins 6"Sim.pipe-0�d ucNle iron if 15 Sta 54+67.62,94.37It 0(See drg.no.TM530)End std curb e rg.no.RD700 Pipe slope 1.00%min.drainage curb less an a �O O Const.conc.walk O Inst.R5-2 Type"W2"sign, Connect to exig,pipe(field verify) ° e g o.RD7 king lot P g (Se drg.n 20) 24'x24",on 4'x4"wood post,14'length 19 Par resod in �I .• 18 21 (See drg.no.'s TM200,TM201,&TM670) O O3 Const cont.sidewalk ramp-2 (By owner) . e g no.'s RD755&RD7 ) O Remove 3"of level 3 curb,/2'dense HMAC on 18 \ (Se drg.n 57 10 \ 20 Inst topsoil in new landscape \ � O4 Const.cont.island, 8"of 3/4"-0"aggr.base areas(By owner) 1 10 ` �, :.:,'•.;,: _ •; .• J/ / / ' type�A�non-mountable OO111431 Inst.handrail Const. r ' o tSfe e l catch basin drg.no.'s RD705$RD710) O (By owner) (Adjust to low spot) 6 15 Relocate fire hydrant Model#MPC810-08H8-Yd�O R_10' (By TVWD) Remove extg.pavement and aggr.base in all landscape areas l )'st below extg. �Mm Noz 9 Pta14 surface Inst.6stpipe 52(ductile fronifInstleft tum arrow(white) less than 1.0'ofcover)(Sea drg.no.'s TM501&TM525) Pipe slope 1.00%min. Connect to ellil.pipe(field vey)( drainage 12 20 (See drg.no.RD701). ozr_ o v '1' Sawcut pavement 6"behind curb LEGEND °' z 4,o,R=so' New p .PavementAS h I New Co c.Sidewalk + a oQ 7 �'(X, � a BY DATE Sfa 54+94.89,50.4TIt Sidewalk DSGN JOJ 1/1O \� \ Existing Conc.Sidewa .Soo 54+27.60,49.87'It \ 21 lev=206.02'YO, l SIR 55+42.82, 2.32'If • CHKD KSR 1/10 aft axfg wa \ _ TOCelev=20.77 ' ' / Match exig cur 9 +0489 4 56'If U1 Sawcut line'Elev=295.96 3 a _ a. ` Match extg walk I z 3 �i a _ REVISED AS m M, - --- - ---- - - - CONSTRUCTED 0`)Reinstall Sign No.63 z u U DECEMBER,2011 $ / a 54±8-3,5A,47.7 '_ J�F� THIS RECORD DRAWING HAS BEEN PREPARED,IN PART, f- a 2 I < 1 I < .'•.' ''yj ,' ey= - U Gl� T- BASED UPON INFORMATION FURNISHED BY THE GENERAL =O r t� Q S ---I v - - CONTRACTOR AND WASHINGTON COUNTY INSPECTOR STAFF. _ ::4':: J' ., B N. R)o a' dfia7ch w gWalk WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, Q z Q R-4�' 6 WNPACIRC CANNOT ASSURE ITS ACCURACY,AND THUS IS ?� f I- R=18': NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD N J IJJ ' DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE K•Jj 0 _ RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO (9 Q Sta 54+33.01,39.88'ft W Sta 54+83.52,40.31'If �� OBTAIN INDEPENDENT VERIFICATION. = O Q egns cur 10 ev= mN U atch wuto nurb 4 Match extg walk UJ I_ Ste 54+27.55,40.37'It - - _ > R 0 ac e a - - - - - - - - - y Sta 54+74.69,50.03'i I PC sta 54+74.69,39.86'It ry Elev=206.02 Begin std curb ORTy SHEET N0. Match extg curb PACIFIC HWY WEST(OR99W) t OF t SCALE FEET SHEET TITLE 5 2+'5 10 2B-14 .• _ _ _�W�® � ®m " CIRCULAR OR ELLIPTICAL DIMENSIONS© __ - © . © . � oo - Dom®■t■■�� . 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Can Area 4 Dim-,I—ehown—nomind. 0 R D324 Safety End S..tl.n 'r.Pi, 0 RD304 Fill He Ala-&Steel Spiral PM thkn. sated bath 0 R 032G Bands F,r CD,,rtr, t,d Metal , pight Table All,pT...h.1 off...t.the AASHTO,,p—Ift—flon .1 . D D3. S C.M.P. Drain 0 RD386 FHl'H.Jgpht Table Cansrf,Pip, a p"'b"f,r the f Me 0 material ad the diameter PO P.1y.fhyl.h.Inside lining, p.1y..ri. 0 R P the Pip y R 3330 Metal Pip.Slaps An.h.r. VC 1, d. - .Pip.Meeting ASHTO .. ht . .• . - Al Crrgtsd al—in— RD 5116 0, Ind • REVISED CONSTRUCTED o - CROSS- SECTIONAL DNS EM G mmmmm■MIMmMINmmm mom/mIMM■■ ■ ■ ■■ ■■ ■ ■�■■■��■■■■/■///■■■ ■■■■■■■■■■■■■■ o��■��■■�.��■■■■■■■■■■■■■�i■■ ■ ■�■■�� ■■■��■■■■■■■■■■■■mm■■■■■■■■■■mom ■� onmmmmm■■■m��■■■■■■■/■o■■■� ■■ ■ ■�■■��■■�■�■�■■■��■■■■■■■■■■o■��■■■■■■■■■■■■■■� e�m■■■m■mmm��■■■■■■■■■■■■■�M■■ ■�■�■■��■■�■�■�■■■��■■■■■■■■■■■■��■■■■■■■■■■■■■■� o�m■■■m■mmm��■■■■■■■■■■■■■� ME ��■■■■■■■■■■■■■■� �o®m■■®■■■mm��■■■■■■o■■a■■■� ME ��■■■■■■o■■■■■■■� o�m■m■m■■m■��■■■■■■o■■/■■■�M■■ ■ ■ ■■��■■ ■ ■ ■■■mss■■■■■o■■■■■■mm■■■■■■o■■■■■■■� - m��■■■�■■�■��■■■■■■/■■/■■■�os■ ®®o■■■■■■■■■NONE ® ■��■��■��■■■■■■/■■■■■■�M■ MM■■■■■■■■■■■MEN ME MOMEMEN��somm m�■■■■■■ ■■��■■■■■■■■■■■/��■■ ■ ■ ■■��■■ ■ ■ ■■■��■■■■■■■■■■■■��■■■■m■■■■■■■■■� mn■■m■■■■■■��■■■■■■o■■■■/mom�■■�■�■�■■��■■�■�■�■■■��■■■■■■■■■■o■��■■■■■■■■■■■■■■� m�■■m■■■m■■��■■■■■■a■■■■■mom oa■■�■�■�■■��■■�■�■■■■■■��■■■/■o■■■■■■��■■■■■■o■■■■■■■� ��■■■m■■■■■��■■■■■■a■■■■■mom�■■�■�■�■■��■■�■�■�■■■��■■■■■o■■■■■■��■■■■■■■■■■■■■■� ■n■■m■■■m■■��■■■■■■■■■o■■■�oa■■ ■�■�■■��■■�■�■�■■■��■■■■■■■■■■o■��■■■■■■■■■■■■■■� o�■■■m■■■■■��■■■■■■■■■o■■■11110 ■■ ■ ■ ■■��■■ ■ ■ ■■■��■■■■■■■■/■o■��■■■■■■■■■■■■■■� - o�o■■■mm■■■��■■■■■■■■■o■■■ ■a■■M■ ■ENO■ONE■■■��■■■■■■■■■o■o��■■■■■■■■■o■■■■ o�■■■mm■■■■��■■■■■■o■■o■■■��■■m■Iwo ••ME■ ■��■■■■■■■■■■o■ �■ ■��■■■■■■■■■■■■MIM■■■■■■■■■■■■■■� o�■■■■■m■■��■■■■■■■■■■■■■��■■MEIN.• •. • ■��■■■■■■■■■■■■��■■■■■■■■■■■■■■� o..■■mmm■mm��■■■■■■■■■■■■■�m■■ ■ ■ ■■��■■ ■ ■ ■■■��■■■■■■■■■■■■��■■■■■■■■■■■■■■� ®II O��■■��■■��■■■■■■■■■■■■■�m■■ ■ ■ ■■��■■ ■ ■ ■■■��■■■■■■■■■■■■■•�■■■■■■■■■■■■■■� •. ommm■mmmmmmmmmr�■■■■■■/■■/■■■��■■ ■�■�■■��■■�■�■�■■■��■■■■■■■■■�■■SIM■■■■■■■■■■■■■■� ' o��■■��■■��■■■■■■/■■D■■■�M■■ mm■■■■■■■■■■■■■■MEEMENE O® ■■O�■■��■■■■■■/■■D■■■ MEN M11111M■■■o■■■■■■■■■■ . m�m■■mm■■■m��■■■■■■a■■■■■■� ■■ ■ ■�■■��■■�■�■�■■■��■■■■■■/■■■■■��■■■■■■■■■■■■■■MENNIMME onm■■mm■■■m��■■■■■■a■■©■■■ ■■ ■�■�■■��■■�■�■�■■■��■■■■■/■■mom■mm■■■■■■o■■■■■■■� o�m■■mm■■■m��■■■■■■■■■■■■■ ■ ■ ■�■■��■■�■�■�■■■��■■■■■■■■■■■■IMS■■■■■■■■■■■■■■� ammmmm■■mmmmmm��//■■■■■■■■■■MM I■=■=■=■ on ■■■� ammmmm■■■■mmmmm■■■■■■■■■■■■N!= ■■■� aim■■m■�■■■m��■■■■■■■■■■■■■��■■�■�■�■■��■■�■�■�■■■��■■■■■■■■■■■■��■■■■■■■■■■■■■■� GENERAL NOTES: R RD30D Trenoh B,okflll, Bedding,Pipe Zen,And I R 370 01111,Inlet T1+1%do. In.t.ii.ti.n.h.11 beef Ilk. R D033186 S oped Ends Par Meta, Fee 0 3T in' Ad.C Sloped Standard PD,-SI,- - ta PIP' PM P. -1.,Y4'thl,n. dated both 0 R an it, C.rr.Ddt.d I, n RD384 FlIV.10t Table 0 ROD All , hel"'form to the AASHT' p,,Ifi,tl,, D 2 S 1,It. C.M.P.Drain Dotal), a 3 6 Fill H lCht Table Generate Pip, th.Fe.1-1—cyp f met let the diameter PO P,iy,lhyl,,e Inside lining,p,lym,rl, n R 1330 Metal PI I.-An.h.r. M Mlil I a Tab, P C Pip. U- n...fad 0 RED St rm Se,ar Pollution Central M,,h,l. 111 1. F It.ght HOPE PIP. FOOTNOTES: C. Chevron Indu,trl,l m,,br... '1.342 Sh 11—Manhole. f.,1.the.,Itle.1 Ep Ep..y...t.d q RD144 Standard IB'Dl,m,t,r Manhole P.Ifh,I.n.Pip.Net.. Th.h.Igh . . n run of 6D Abbreviation. Design helgi . . . REBID half Th.F.11—ing C.ncfftl...Are Mal, NOT REVISED AS CONSTRUCTED SHEET NO. .r .. .• - . ... too normal to P, Fla SD360 Manna Fr St . . ... . • . .m DECEMBER,2011 62 OF 179 PRO ��6t�/ , INE'Fs SCALE FEET \� � F Q 10 5 10 20 171 �g72597PEg' 9 Sheet Pile Wall Sta.0+00= RIGIN�L V�' 'l/, SIiB42+30,32.80'Rt. D DI 'OR99W Begin wall Wall control line PACIFIC HWY WEST(OR99W) � TPP Sawcut line EXPIRES:06/30/2012 COUNTY PROJ#2523 l � ——_— CITY PROJ# 0567 Notes °N. 1. Steel sheet piles to 6e 9� Skyline Steel AZ12 Sheet Pile Wall Sta.1+35= section or approved 43+67,36.15 Rt �ry e�„ °w equal and conform toW' ASTM A328. <c OR99 2. Follow manufacturer's End wall specifications and recommendations. _ X 3. See Sheet RW-12 for sheet pile wall section. — Wall,B, 3: �o 0 �Extg.R/W foo SHEET PILE WALL PLAN off, Az Steel Sheet Pile Wall BY DATE Guardrail 135'± Finish grade @ front DRWN*KSR02/10 face of wall DSGN CHKD 6 Sta.0+00 Sta.0+21 Sta.0+43 Sta.0+78 Sta.1+35 F N E1.196.39E1.196.43 E1.196.49 E1.196.63 EI.196.69 ? J oz Z O 21 43 z® Q W Sta.0+00 Sta.0+0 Sta.0+0,, 78 El.191.39 El.189.39 EI.187.39 Sta.0- Sta.1+35 �? Of W E1.184.69 El.184.69 REVISED AS CONSTRUCTED �'m < wod codz DECEMBER,2011 r �' J a� o ° g 9 ground @ THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON m=+ a Ext . V u, INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND �Z W j SHEET PILE WALL ELEVATION front face of wall WASHINGELIEVEDTGTO BERELIABLE,IABLE,ECflON WHPACIFICFF.WHILE CANNOT ASSURE IS THIS �MATION IS . 2 A CURACY, a - _ AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD Ca En N.T.S. DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN y INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD (Front Face of Wall) DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. SHEDHO13SE�11- ODOT Structure No.21361 ODOT Drawing No.83937 R ROf� wall A'Sta.10+50= ry F 'Const.CC'92+24.01,72.66'Lt. SCALE 10 5 0 10 20 FEET oR 72597PE Begin wall v =- nr RIGINAL SIGNED BY Wall control line x _ Watt A a 12+75= Const CL'94+45.23,8728'Lt. 9G 14, 2� P� - — — — - ® ��_�- End wall Install CL-4R fence EXPIRES: 06 30/2012 m (See Sheet RW-6) F COUNTY PROJ#2523 CITYPROJ# 0567 .` Wall +00= -- I �'r 'Const.CC'93+73.19,70.10 Lt._ . I J o _ o m� - o� NOT REVISED AS CONSTRUCTED WALL A'PLAN z> DECEMBER,2011 N o� z o 0 -o w 0 P o10 G��O�GXN0� G��Ot\ G\�Ot` GX�Ot` CR 10115e ye 5e 50 5e Section F Section H Section G Section F Section E Section D Section C a BY DATE 10'-0" p p 7'-6" 7'-6" 10'-0" 35'-0" 40'-0" 25=0" 15'-0" 15'-0" 15'-0" 15'-0" 10'-0" 10'-0" DRWN LLF 02/10 4j' fj' DSGN PDT 02/10 Sta.10+85 Finish rade back CL-4R Sta.10+77.50 9 �° CHKD KSR 02/10El.181.25 Sta.11+30 of wall fence Sta.12+10 Sta.12+40 Sta.10+65 EI.180.00 Sta.10+95 EI.183.75 St&11+70 EI.185.00 Sta.12+25 El.182.50 Sta.12+55 EI. 177.50 ( Sta.12+65 El.182.50 EI.181.25 w Sta.10+70 EI.185.00 El.183.75 w I I El.180.00 Sta.10+60 EI.178.75 Sta 12+75 z ci 3 J El.176.25 Q Z Ste.10+50 EI.178.75 p EL 175.00 a C9 Sta.12+25 Sta.12+75 Sta.11+95 a Z Q El.173.75 El. 175.00 o Z > Sta.10+95 Sta.11+30 El.172.50 LL, Sfa.10+50 Sfa.10+65 a a Q J El.171.25 ® tW w El.168.75 El. 168.75 EI.170.00 Extg.ground @front face of wall Q ZQ Notes: zy u ® "H-Half block this location 1. Follow manufacturer's specifications WALL 'ELEVATION and recommendations. m ?' N.T.S. 2. Use Lock Block gravity wall units with N (Back Face of Wall) cutstone face finish or approved equal. sNET eo. 3. Half blocks at corner(Wall'A'Sta. 114 or 179 12+00)are for front face of wall only. SHEET TITLE 4. See Sheet RW-6 for section layouts. RW-2 ODOT Structure No.21359 ODOT Drawing No.83930 PROFFss SCALE FEET N �� 4.�GINE INE 41 10 5 0 10 20 ORS 72597PE 9 RIGINAL SIGNED BV 9G� N 14, 20 QPM D, TPP EXPIRES:06 30 2012 -- - COUNTY PROJ 12523 _ (n CITY PROJ# 0567 t® n7 Steel Pile We// Ntr c Install CL-4R fence k �P°v°� s;0� (See Sheet RW-7) Vs` h1 ZY�I y - — Extg.R1W Wall'B'Sta.13+05 W Wal BI Sat .11+00= i`1 i- Y ' 'Const.CL'93+79.72,62.43'Rt. $ ® y o + Begin wall ® Wall control line m� Notes: WALL 'B'PLAN 9 a moo 1. Follow manufacturer's specifications z and recommendations. 2. Use Lock Block gravity wall units with a o cutstone face finish or approved equal. > 3. See Sheet RW-7 for section layouts. a o� d as z BY DATE Q' Z G \ `Z` L•? \ D ORWN LLF 02!10 Gl\O�GUO�G'`\G�G\\G�G\�G� G�`�G� G OC G\�61 G\�61 G�O, 2 (1) CHKD KDSGN 3R 02/10 5e 5e 5e 5 5e z e 5e Section D Section G 5e Section H 5e Section G Section H Section G Section H 60'-0" = R1 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 15'-0" 25=0" 10'-0" 15'-0" 10'-0" 20'-0" 20'-0" 15'-0" 1_— m w Sta 11+30 to 13+00 Finish rade � Ste 11+40 Sta 12+35 Sta 12+85 w EI.186.25 Sta 12+10 Sta 12+65 m 2 z El.187.50 Sta 11+85 El.192.50 Sta 11+20 EI.191.25 rl m Sta 11+10 El.185.00 Sta 11+60 EI.190.00 (q m F Et.182,50 Sta 11+15 $ -I 0 z 0 Sta 11+05 I EI.183.7 A a Sta 181.25+00 Sta 12+85 Sta 13+00 Extg.ground @ 'o a Z EI.180.00 Sta 12+65 EI.186.25 z Sta 12+20 Sta 12+45 El.183.75 El.185.00 front face of wal W a Q Lu Sta 11+00 Sta 11+70 El.182.50 + ® --I Sta 11+20 Sta 11+40 EL 180.00 CL-4R Fence El.181.25 W 3 h W El.176.25 El.176.25 EI.177.50 Sta 11+50 1v =m � -6 El.178.75 a; r,a z m z WALL V ELEVATION y Q a N.T.S. W H-Half block this location (Front Face of Wall) W °w-Wedge block this location NOT REVISED AS CONSTRUCTED DECEMBER,2011 SHrET N0. 115 OF 179 SHEET TITLE ODOT Structure No.21360 ODOT Drawing No.83933 RW-3 PROFli,s��o� NOT REVISED AS CONSTRUCTED SCALE FEET 7257P DECEMBER,2011 NORTH 10 5 0 10 20 RIGINAL SIGNED DY EXPIRES:06/30/2012 — COUNTY PROJN2523 (� - CITY PROJ# 0567 " c —� T•-�` —�- 5(� � - - tff Notes: ®y W5 1. Follow manufacturer's specifications =e„ o and recommendations. (Nz U l 2. Use Lock Block gravity wall units with cutstone face finish or approved equal. v 3. See Sheet RW-7 for section layouts. o Wall'B� a 13+55 Install CL-4R fence (See Sheet RW-7) —h� Wall'B'Sta.14+50 End wall Wall control line a> WALL 'B'PLAN oa o z BY DATE DRWN LLF 02/10 N DSGN PDT 02/10 CHKD KSR 02/10 $ M Section H 60'-0" Section D Section J Section B 5--11011 w m w ffirl—I 30'-0" 30'-0" 20'-0" "10'-0Sta 14+50 NMIV) E1.196.25 OW Ste 14+20 Sta 14+40 Sta 14+50 �Extg.ground @ > W `d Sta 13+60 Sta 13+90 EI.190.00 El.191.25 El.192.50 front face of wal g® Q J U EI.187.50 EI.188.75 N g W W 1— CL 4R Fence 6m W 06 W N ¢ ° WALL V ELEVATION N.T.S. °W-Wedge block this location (Front Face of Wall) SNEEf N0. 116 Or 179 SHEET TIPLE RW-4 ODOT Structure No.21360 ODOT Drawing No.83934 PROFFs� SCALE maj FEET o Vc' �NGINeFR 2.5 0 5 10 72597PE RIGINAL SIGNED BY Extg.property line Russ Chevrolet I -13 v� UNo^ 9G� la, 2° QPM 0. TP Driveway II `Temp.const. I EXPIRES:06. 30 2012 `easement COUNTY PROJ#2523 li CITY PROJ# 0567 Notes: 'Hall'104+11,35.16'Lt. Install two rail handrail V1 'l' Begin wall Hall'104+86,33.24'Lt xtg.WIN ® I g (See Sheet RW-6) prop.RIW End wall b ® C H o `�� 1. Follow manufacturer's O Wall control line Rotated Alignment w O specifications and Extg.R/W As Shown recommendations. — — 2. Use Lock Block gravity wall �Extg. unit with cutstone face finishor approved equal. 3. See Sheet RW-6 for typical section. — — — — Sawcut line Prop.utility conduit Relocated utility Proposed ( pole(By others) - o face of curb - - - — — — — — — — - - — — - - - -�- - - - - -- � o� N U� O U z 0 Paving limits a 'Hall'Line SW HALL BLVD. g a z _ U' BY DATE ® DRWN LLF 02110 DSGN PDT 02110 CHKD KE R 02/10 WALL 'C'PLAN w N F N ti 75' z Q Z Two rail handrail,H=36"(see std.drg.RD770&RD771) a w < O 9 Ext9. round @ Finish grade @ Sta.104+76 z Z front face of wall Sta.104+11 finish back of walk El.203.39 g a Q El.203.39 Sta.104+86 3 W W El.202.14 m cj� Z _ ——- REVISED AS CONSTRUCTED 21 o v g ---- —— —— — — _ J CL ---- --- --- DECEMBER 2011 °�y ----- ------ ----- ------ -- ----- ------ ------ --- wW Q Sta.104+11 Sta.104+31 Sta.104+86 THIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED UPON a m 1.5'Mln,embed. INFORMAHDN FURNISHED BY THE GENERAL CONTRACTOR AND V El.198.39 El.197.14 EI.197.14 WASHINGTON COUNTY INSPECTION STAFF.WHILE THIS INFDRMA ROH IS N depth BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, //++ AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD WALL ' 'ELEVATION DRAWING OR FDR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN SHEET W0. INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD 117 OF 179 (Back Face of Wall) DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCATION. SHEET TITLE ODOT Structure No.21362 ODOT Drawing No.83940 RW-5 ��D P ROFFS Install two rail handrail with posts cast into �c�ANG I N EF�,1j�� blocks(see std.drg.RD770&RD771) y Lock-Block retaining wall system 72597PE Install CL-4R fence. with cutstone face finish 9'-01, ®�al excavation structure RIGINAL SIGNED Y (see std.drg.RD815) ap block Pay limits for granular 9G G� 94 Zoog Wall control line ®wall backfill P D P Q T P Extg.ground line cz u 2' -- EXPIRES: 06/30/2012 Extg.ground line N 8 2=6" COUNTY PROJ#2523 2' Granular drain backfill material CITY PROJ# 0567 u __N-p7 - with geotextile type 1 1 Pay limits for structure __- excavation 18"Min. 1Continuous 8"perforated drain pipe. Drain to front face of sloe at wall low-point. Embedment I P 8 Pay limits for granular --11' �6"min. rVA o I .11 backfill 1' Undisturbed native s material a-0"Dense-graded aggregate Granular drain backfill material base leveling pad with geotextile type 1 - WALL 'C'TYPICAL SECTION N.T.S. 18"Min. 1' Continuous 8"perforated drainpipe. Embedment Drain to front face of slope at wall low-point w g 1 6"min. FFT w v 3"-0"Dense-graded aggregate FC base leveling pad FS 'o FFT FS WALL 'A'TYPICAL SECTION Fc FS z 4---! N.T.S. a FSFS FS a FS FSo Q FC C C C as BY DATE Section A Section B Section C Section D Section E DRWN LLF 02110 DSGN PDT 02/10 FC CHKD KSR 02/10 FC Li FS FFT N Q FS FC z F (7 FS FS FS FFP LL FS FFT °¢ FS FS FS FS FC M$ W J FFT-Full flat top N3 U w FS-Full standard FS FS FS FS FS FS FS 2 m F ,g ® FC-Flat cap FS FS o Q C-Cap FS FS C C C C FS FS m 3 U> C C C C N > m Section F Section G Section H Section 1 Section J Section K Section L NL"R P H1. tR EVISED AS CONSTRUCTED DECEMBER,2091WALL ;4'SECTION LAYOUTS TITLE N.T.S. -6 ODOT Structure Nos.21359&21362 ODOT Drawing No.83931&83941 NOT REVISED AS CONSTRUCTED ��`�� PROe� ss�a� DECEMBER,2011 72597PE 9 (see stdLdrg.RD815) ORIGINAL SIGNED BY UPI 9G� 14 Wall control line D. T Pe EXPIRES: 06 30 2012 2, COUNTY PROJ#2523 CITY PROJ# 0567 Pay limits for structure 1 excavation FC o H,Y q Pay limits for granular wall 8 FFT FS backfill f� C C Granular drain backfill material Extg.ground line Section A Section 8 with geotextile type 1 __ 4 18'min.embedment o Continuous 8"perforated drain pipe. I Drain to front face of slope at wall low-point. 6"min. 1, 1' FFT 4-0 aggregate m aggregate base leveling pad FC FS WALL H TYPICAL SECTION FFT FS Boa N.T.S. FS z 0 FS FS a 3 FS ~ � w FS Sao C C �¢ z BY DATE Section C Section D Section E DRWN LLF 02/10 DSGN PDT 02/10 CHKD KSR 02/10 FC d w FS FFT FC J FS FFT o z v 2 FFT-Full flat top FC FS FS a a FS-Full standardFS o J FC-Flat cap FS FS FS FS FC o C-Cap NmLU Uj C C C C FS FS FS FS i ®o a� 0 J Section F Section G Section H Section I Section J Section K WALL 'S'SECTION LAYOUTS SHEET NO. N.T.S. 119 OF 179 SHEET TITLE ODOT Structure No.21360 ODOT Drawing No.83935 RW-7 PRO \ INF-,, / 72597PE 9 \ ORIGINAL SIGNED BY SCALE FEET I � 0 10 / L� 14, 2 D 1 PP \ / / _ NORTH i EXPIRES:06 30/2012 / I'M'Sta.S 23.73,41.49'Rt. M'Sta.5+33.83,39.32'Rt. COUNTY PROJ#2523 ./ / Begin curve _ End curve 'M'Sta.5+69.r4,40.48'Rt. �� _ — — — — — — CITY PROJ# 0567 PRC i _— � _,nn_Sta.�t74 98,41.67 Rt_ R=10' - - - ,,,r _ — End curve 101 I \ / / — — - - - - - - - - - — ''—� (� y Light to be removed _ _ — / 7.0' by others / 9_S7' 'M' ta.5+95.44,41.56'Rt. End block wall � Wall to follow new S F drive-fhru p back of walk mono; Protect McDonald's curb �oB � and pavement M'Sta.5+64.24,39.23'Rt. M'Sta.5 23.33,41.50'Rt. o U Begin curve Begin block wall 'M'Sta.5+28.50,40.4 %R. -12 See"Detail B",Sheet RWPRC a N 8Y DATE WALL ®PLAN DRWN LLF 02/10 DSGN PDT 02/10 CHKD KSR 02/10 v 66'+ r ; Notes "Keystone Compac ll"block wall or approved equal w J 1. Follow manufacturer's specifications See"Detail C" Sta.5+34 Q and recommendations. Sheet RW-12 Sta.5+23 EI.190.24 o z 2. Blocks to be grey,tri-plane style. El.189.57 Extg.ground @ back a ® Match exfg.wall face of wall Eta.9062 El.189.57 a C7 r 3. Excavation within three(3)feet of El.190.24 o Q McDonald's drive-thru not to be left a¢ z w exposed overnight. FEE ® ¢LLJ -1 4. Blocks to have near vertical Sta.5+95 3 a LL- W — Sta.5+66 El.188.23 �+m ,u setback. Sta.5+23 Sta.5+40 EI.186.89 Sta.5+90 Z 5. See Detail A on sheet RW-12 for El.186.22 El.186.22 Prop.grade @ block wall section. finished back of El. 187.56 Q W walk � W N sxrEr No. NOT REVISED AS CONSTRUCTED zo OF ns DECEMBER,2011 WALL D'ELEVATION SHEET TITLE RW$ (Back Face of Wall) SCALE FEET �5 �0 PRO4,,S, D� / 5 0 5 10 72597PE G' 10+96.11 79.29'Lt. ORIGINAL SIGNED Y Beginn block wall Begin curve Begin two rail handrail v vLti �4 o Wall control line G< C 'T P,?q EXPIRES: 06 30 2012 \ COYPROJ 05 23 CITY PROJ# 056767 G'Sta.11+31.88, LF ew back of walk 4 5nd c Lt. \ o �R=38.50' End curve u1.36,54.52'Lt.End block wall od7wo rail handrail— 7' Handrail radius to follow back of walk radius. j o a \ zm GREENBURG ROA® —�— xo W5 Notes: 1. Follow manufacturer's specifications and <a recommendations. a o 2. Block to be grey,tri-plane style. WALL'E'PLAN o Q d 3. Block to have a near vertical setback. a a 4. See Detail A on sheet RW-12 for block BY DATE Wall SBCfiDn. DRWN LLF 02/10 DSC, PDT 02!10 124'± CHKD KSR 02/10 "Keystone Compac 11"block wall or approved equal w Two rail handrail,H=36"(see std.dig.RD770&RD771) y rn� 3 J Sta.10+97 Sta. 11+26 Q z El.198.98 El.198.98 Sta.11+48 EI.198.31 Sta.11+68 Sta.11+87 Sta.12+07 a O El.197.64 El.196.97 El.196.30 Sta.12+1 2 a Z Q El.195.&' a �® LU W Sta.10+97 � o� Sta.11+02 Sta.11+12 J El.196.64 Sta.11+25 Sta.11+38 Sta. 12+11 z Lu EI.195.97 El.995.30 EI.194.63 El.193.96 El.193.96 m J a �Extg.ground @ front New back of face of wall sidewalk NOT REVISED AS CONSTRUCTED SHEET N0. WALL 'E'ELEVATION DECEMBER,2011 121 OF 179 (Back Face of Wall) SNEE7 TITLE RW-9 rn —k SCALE FEET 5 0 5 10 ,}. ORIGINAL SIGNED Y Extg.R"" � G o'` � Notes: 9G� N 14, 2° QPM — — 1. Follow manufacturer's specifications and recommendations. EXPIRES: 2012 Hali'line Paving�os 30 ' � 9 limits 2. Block to be grey,tri-plane COUNTY PROJ#2523 SW FALL BLVD. I style. CITY PROJ# 0567 — — — ._ — _ _ _ _ 3. Block to have a near vertical - - - - - -- -- - - - - -- - - - - - _ _ _� setback. — — 4. See Detail A on sheet RW-12 Sawcut line for block wall section. Proposed _ ___ back of walk - m — — — T-t9—s <g - - -ProposesSidewalk limits idewalk,back of face of curb Hall'104+86.24, 'Hall'104+99.97,29.84'Rt. �- 'Hall'104+68.54 30.39'Rt 30.34'Rt. End block wall,match exfg.CIP wall \ P. See"Detail C",sht.RW-12 'Hall'104 26.83,32.61'Rt. 5' P.C. P.T. 2 ', a - . ., 1 1 Extg�—E Extg.CIP w o Wall to follow back Hall'104+72.59 32�R Ct. V` Hall'104 2.51 Z8 'Rt. concrete wall of sidewalk P.R.C. o 'Hall'104+22.27, Remove exig. ° Protect extg. Driveway 37.49'Rt. � Temp.const.esmf. 4 7' 7��ct idrant z Extg.R/W P.C. ° < 0 Protect ext . extg. �a IProtect extg. tree N a Extg.property "NAPA"sign curb g WALL CURVE TABLE a a 0 line Curve No. Radius Length Delta Hall' 4+22.06,47.51'Rt. BY DATE End curb iQ 5.0' 7.31' 83°4725" DRWN LLF 02/10 I NAP i Auto Parts 2O 4.0' 4.80' 68°41'18" DSGN PDT 02!10 �-Eleven Begin block wall CHKD KSR 02/10 Wall control line 3Q 5.5' 13.11' 136°3230" v WALL 'F'PLAN 4 a.o' 4.79' 68°3726" NOT REVISED AS CONSTRUCTED New curb DECEMBER,2011 m N ®_ Z 94,-8"f a 9 - 0 ® "Keystone Compac 11"block wall or approved equal Z Q Zo Z > a a Q J Butt end of wall 3: I j U.l to end of curb Extg,ground @ Extg.ground @ W °6 face of wall proposed back of walk See Detail B,sht.RW-12 EL Z Top of 21 o S new curb Sta.104+22 Sta.104+41 Sta. 104+71 Sta.104+84 �Extg.CIP wall 204.06 El.204.56 El.205.06 El. 502 06 --- - - - - - - - - - - - - - - - - - - - - - _ Sta.105+00 EL 204.06 Sta. 104+22 Sta.104+301 Sta.104+75 sxrLT xo. El.202.56 El.202.06 El.201.56 EL 2011.56.56 Sta. 122 or 179 WALL 'F'ELEVATION SHEET TITLE RW-10 (Back face of wall) PROFFss SCALE FEET NORTH Extg.RNV Monolithic PCC Sidewalk and Wall Constructed in �`� �\,\G i N E- 10 10 \ Place of Keystone Wall. Location Not Measured. 72597PE 9 't1-'Sta.10+73.08,23.71'Rt. ci'sta.7u+j'q.ys,3y.4Z"KC. III GI AI SIGNED BY �,e'g" �l{.�/� P.C.C. � UKLUUIIJ J '� Begin L•�rve 'G'Sta.10+51.04, �\ O 31.02'Rt. Prop.traffic l emporary contruction Extg.R/V✓ G< 14, 2 QQP \ \�� P.C.C. signal p/o easement D. T P \ h Proptraffic n pedestrian pole j pr°p.R/W. EXPIRES:06 30 2012 COUNTY2523 CITY PROJ J## 056767 'G'Sta.10 �4Ot, s End cufl(cr F'G'Lin O go \ / ®?19 �tlo a f �G` c I o e o t Is c' WALL AGE PLAN a o z z� z o� o as z BY DATE DRWN LLF 02/10 / DSGN PDT 02/10 CHKD KSR 02/10 " e t C 1'b c 11 r p r e u w N F N W J a fn Q oz LL � Z �t . + 3 o Z aa � Qw F:q a w 1 w NJ a r r tl 1 �m ¢F � z f c o a hal / REVISED O S CONSTRUCTED 24 o a m� J ER,2011 THIS RECORD DRAW9NG HAS BEEN PREPARED,IN PART,BASED UPON DO INFORMATION FURNISHED BY THE GENERAL CONTRACTOR AND WASHINGTON COUNTY INSPECTION STAFF,WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,WHPACIFIC CANNOT ASSURE ITS ACCURACY, N FF f� y'11) AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD SHEET N0. DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD —"I 179 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION, SNEET TITLE RW-11 D PRO 16,Rf)�, I72597PEORPGON 9 INCL SIGNED BY 112 Joint filler -13 7-Zoog � Two rail handrail Extg.CIP C PQQP when applicable retaining(wall concrete 4 wall EXPIRES: 06 30/2012 COUNTYPROJ#2523 CITY PROJ# 0567 Soil Backfill se I when applicable Prop.guardrail Slope Backfill to Match Top of Block Prop.pavement and base rock Back ext i.of sidewalk 6" See typical section Wall control line Sidewalk Cap block when applicable 'Keystone Compac ll" blocks or approved oequal wN Agg.base m VariesDETAIL C-WALL 'F� See typical section Sheet pile o S 3/4`Open graded (Back face of wall) j backfill z z z � New sidewalk or Extg. a driveway surface Extg.block retaining wall New block retaining wall + y Ground )'' BY DATE \�// , 4"Min. DRWN LLF 02!10 DSON PDT 02110A/V//�//�. CHKD KSR 021111 6" 3 OAgg.bas �<y�y��/vv f SHEET PILE WALL SECTION N.T.S. a DETAIL A- o z BLOCK WALL SECTION F Q F �3 Lu w m O /� � � � � � m SCALE W NOT REVISED AS CONSTRUCTED \\ \\ \\ \\ \\ \\ o 0.5 1 2 3N DECEMBER,2011 DETAIL B-WALL D' (Back face of wall) FEET SHEET NO. 124 OF 179 SHEET TITlE RW-12 ODOT Structure No.21361 ODOT Drawing No.83938 PROFFff ® V Ch �GINC4 /09 72597PE l Ch C-11 (ORIGINAL SIGNED BY PACIFIC HWY WEST(OR99W) 9��LN 14 p. TPP NaRTy SaWCut line� COEXPIRES: 06/30/2012ROJ# 1 / _ _SCALE FEET COUNTY PROJ#2523 _ — _ _ — _ — — _ _ _ — _ CITY PROJ# 0567 4 c� 'OR99W 50+51.61,62.05'Rt. I New face of curb Extg.back of 'OR99W'51+28.86,62.05'Rt. r. o Begin block wall ( ('C3'line) sidewalk End block wall Notes: 1. Follow manufacturer's specifications M and recommendations. 2. Block to be grey,tri-plane style. 3. Block to have a near vertical P gyp.storm pipe setback. Wall'H' 4. See Detail A on sheet RW-12 for 0 S _ block wall section. - Wall to follow back Extg.property Building overhang of sidewalk line I riveway w - / Face of building m zm Temp.const.esmt. - Kaufman Streamborn Flyfishin9 = o Proposed RNV a N z 0 WALL 'H'PLAN as � BY DATE DRWN LLF 02110 DSCN PDT 02/10 CHKD KSR 02/10 ci 77.25'f N "Keystone Compac 11"block wall or approved equal ?c; Sta.50+57.61 Sta.50+62.86 Extg.ground @ c z El.203.50 El.203.83 face of wall Sta.50+98.11 a m a Z Q Sta.50+54.61 ESta.50+91.36 El.204.50 Sta.51+08.61 ?o Z W l.203.17 Sta.51+28.86 El.204.17 EI.204.50 a Q J EI.203.83 ; I j W N m od Sta.51+27.36 T Z Sta.50+51.61 El.202.17 o g Sta.50+92.11 El.201.50 El.201.50 Prop.grade @ finished z y w ¢ a back of walk m WALL 'H'ELEVATION NOT REVISED AS CONSTRUCTED SHEET W. (Back face of wall) DECEMBER,2011 125 Or 179 SHEET TITLE RW-13 D PROFRs0/� 725 7P ORIGINAL SIGNED BY 14, 2°Q EXPIRES:06/30/2012 COUNTYPROJ#2523 CITY PROJ# 0567 CO- 2A s„ I - 3/4"Chamfer ' (Typ) **Welded wire mesh,adjacent 'a to park only 4" 2.00% *2" a °a. 4"(-6") a' a 2„ s o U Planter i ° �� Compacted , y medium 18 \ \ subgrade a z Z Z .4 b 0 \�j� * 24"for non-infiltration planters. Nao o a z \ , ° ** Sta.5+45 to Sta.9+09 BY DATE Min.o L_ DRWN LLF 02/10 DBGN PDT 02/10 CHKD KSR 02/10 1.5t ti w r � Zti 3 0� "0 a ® CONCRETE PLANTER WALL WITH SIDEWALK DETAIL ~ a Used in Infiltration and Non-infiltration Planters Zo J f ) �a z Q N.T.S. o � � m ry @J w c�a z F- ax 0 mN Z a a � SHEET NO. NOT REVISED AS CONSTRUCTED 126 OF 179 DECEMBER,2011 SHEET rine RW-14