HomeMy WebLinkAboutCP_IGA_JurisdictionalTransfer_Fully ExecutedPage 1 of 5: Intergovernmental Agreement between the City of Central Point and Jackson County
INTERGOVERNMENTAL AGREEMENT BETWEEN THE CITY OF CENTRAL POINT, OREGON, AND JACKSON COUNTY,
OREGON, FOR THE JURISDICTIONAL TRANSFER OF ROADS THIS INTERGOVERNMENTAL AGREEMENT (hereinafter "Agreement") is entered into by and between the CITY OF CENTRAL POINT, an Oregon municipal corporation (hereinafter "CITY"), and JACKSON COUNTY, a political subdivision of the State of Oregon (hereinafter
"COUNTY"), collectively referenced herein as the PARTIES, for the jurisdictional exchange of
COUNTY roads within the CITY. WHEREAS, the COUNTY presently has jurisdiction over COUNTY maintained roads that are within the corporate limits, or Urban Growth Boundary of the CITY, hereinafter “Subject
Roads,” as defined below and as shown in Exhibit B; and
WHEREAS, the COUNTY will provide improvements to the intersection of Hamrick Road and Biddle Road, as shown in Exhibit A, hereinafter “PROJECT”; and
WHEREAS, the CITY shall provide the COUNTY $500,000 as financial assistance towards
the PROJECT; and WHEREAS, the COUNTY will provide asphalt repairs and a chip seal on portions of Gebhard and Beebe Roads; and
WHEREAS, the CITY has an ongoing street maintenance and improvement program for Subject Roads; and WHEREAS, the PARTIES desire to exchange road jurisdiction of Subject Roads under the
jurisdiction of the COUNTY within the corporate limit, or Urban Growth Boundary of the CITY
as provided below; and WHEREAS, the CITY and COUNTY are authorized to enter into such an agreement pursuant to Chapter 190 of the Oregon Revised Statutes.
DEFINITIONS “Subject Roads” is defined and described as all land within the public right of way boundaries of the roads as follows:
i. Beebe Road ii. Boes Avenue (Teresa Way - 250' West of Raymond Way) iii. Carlton Avenue (Tulane Avenue - Sunland Avenue) iv. Edella Avenue (Beall Lane - 1630' North)
v. Gebhard Road
vi. Hamrick Road vii. Hanley Road (West Pine Street – Beall Lane) viii. Libby Street (Edella Avenue – Bursell Road)
Page 2 of 5: Intergovernmental Agreement between the City of Central Point and Jackson County
ix.Old Upton Roadx.Pittview Avenue (Bursell Road - 1,220’ east)
xi.Raymond Way (Old Upton Road – 230’ North of Boes Avenue)
xii.Sunland Avenue (Taylor Road – Tulane Avenue)xiii.Taylor Road (200’ west of Silver Creek Drive – east intersection with Grant Road)xiv.Teresa Wayxv. Tulane Avenue
xvi.West Pine Street (Glenn Way – Hanley Road)
AGREEMENT
NOW, THEREFORE, in consideration of the obligations, terms and conditions contained
herein, it is mutually agreed by the CITY and COUNTY as follows:
1.CITY OBLIGATIONS
A.Within 30 calendar days of the Effective Date of this Agreement, the CITY shall
consider passage of appropriate municipal legislation (as described in ORS
373.270(6)(a)) requesting that the COUNTY surrender all right, title, interest,
jurisdiction, maintenance, and control of the Subject Roads to the CITY. The CITY
may place conditions on this request as set forth in Subsection 2.A. of this
Agreement.
B.Within 30 days of the COUNTY issuance of a Notice to Proceed to a licensed
contractor for the PROJECT, CITY shall make a one-time payment of $500,000 to
the COUNTY.
C.CITY shall provide all construction management services for the PROJECT,
including, but not limited to project inspection, submittal reviews, interagency
coordination and review and approval of progress payments.
2.COUNTY OBLIGATIONS
A.Within 30 days of the Effective Date of this Agreement, COUNTY shall execute acontract with a licensed contractor for the PROJECT. Such contract shall include
provisions requiring the contractor to name both City and County as additionalinsured and shall contain provisions requiring said licensed contractor to indemnifyboth CITY and COUNTY.B.The COUNTY will provide asphalt repairs and a chip seal on Gebhard and BeebeRoads from Aristona Drive to 1,400’ north of the Beebe/Gebhard prior to December
31, 2022.C.Within 90 days of receipt of appropriate municipal legislation (as described in ORS373.270(6)(a)) requesting the surrender of all right, title, interest, jurisdiction,maintenance, and control of the Subject Roads, the COUNTY shall provide noticeand hold a public hearing to consider the request as described in ORS 373.270.
D.If following the public hearing as required in subsection 2.C. of this Agreement, theCOUNTY determines to surrender jurisdiction as requested, COUNTY shall adopt anOrder surrendering jurisdiction. After passage of order, the COUNTY shall have no
Page 3 of 5: Intergovernmental Agreement between the City of Central Point and Jackson County
further obligation, financial, or otherwise, with regard to the Subject Roads. E. COUNTY agrees to furnish any and all maps, records, permits, as-built drawings and
any other related data in COUNTY’s possession upon adoption of the Order
described in Subsection 2.D. of this Agreement. 3. EFFECTIVE DATE. This Agreement shall become effective upon its execution by both Parties. If the Parties sign on separate dates, the latter date shall become the Effective
Date.
4. GENERAL PROVISIONS A. Indemnification. Unless prohibited by the Oregon Tort Claims Act or the Oregon
Constitution, and subject to the limits of the Oregon Tort Claims Act, the PARTIES shall
indemnify and hold harmless each other as follows: i. Indemnification by City. The CITY shall defend, indemnify and hold harmless the COUNTY, its elected officials, officers, deputies, employees and agents
from any and all costs, claims, judgments or awards of damages resulting from claims
concerning acts or omissions of the CITY, its officers, employees, elected officials, or agents acting under this Agreement. ii. Indemnification by County. The COUNTY shall defend, indemnify and
hold harmless the CITY, its elected officials, officers, deputies, employees and agents
from any and all costs, claims, judgments or awards of damages resulting from claims concerning acts or omissions of the COUNTY, its officers, employees, elected officials, or agents acting under this Agreement.
B. Amendments. This Agreement may be amended at any time by the mutual written
agreement of both the CITY and the COUNTY. C. Entire Agreement. This Agreement contains the complete understanding of the parties with respect to the subject matter hereof. Any prior agreements, promises, negotiations,
or representations of or between the parties, either oral or written, relating to the subject
matter of this Agreement, which are not expressly set forth in this Agreement, are null and void and of no further force or effect. D. Waiver. The waiver by either party of a breach or violation of any provision of this
Agreement shall not operate or be construed as a waiver of any subsequent breach
thereof. No delay or failure to require performance of any provision of this Agreement shall constitute a waiver of that provision as to that or any other instance. E. Severability. If any of the provisions contained in this Agreement are held illegal, invalid,
or unenforceable by a court of competent jurisdiction, the remaining provisions shall
remain in full force and effect. F. Counterparts. This Agreement may be executed in several counterparts, all of which when
Page 4 of 5: Intergovernmental Agreement between the City of Central Point and Jackson County
taken together shall constitute one agreement binding on all Parties, notwithstanding that all Parties are not signatories to the same counterpart. Each copy of this Agreement so
executed shall constitute an original.
G. Debt Limitation. This Agreement is expressly subject to the debt limitation of the Oregon counties set forth in Article XI, Section 10, of the Oregon Constitution, and is contingent upon funds being appropriated therefore.
H. Termination for Breach. This Agreement may be terminated in the event of a breach of the Agreement by any party. Prior to such termination the party seeking termination shall give to the other party written notice of the breach and intent to terminate. If the party committing the breach has not entirely cured the breach within fifteen (15) calendar days of the date of notice, or within such period as the party giving notice may authorize or
require, then the Agreement may be terminated at any time thereafter by a written notice of termination by the party giving notice. The rights and remedies of the parties provided in this subsection are not exclusive and are in addition to any other rights and remedies provided by law or under this Agreement.
I. Notice. Any notice to another party of this Agreement that is required or permitted under
this Agreement is deemed received by the other party: three (3) days after deposited in the United States mail, certified and postage paid, and addressed to the address set forth below or to such other address as may be specified from time to time by either of the parties in writing, or upon the actual date of personal delivery or service.
If to Jackson County:
Jackson County – County Administrator
10 South Oakdale, Room 214
Jackson County, Oregon 97501
If to the City of Central Point:
City of Central Point- City Manager
140 South Third Street
Central Point, Oregon 97520
EV WITNESS WHEREOF the parties have caused this Agreement to be signed in their
respective names by their duly authorized representatives as of the dates set forth below.
CITY OF CENTRAL POINT;
Date:
JACKSON COUNTY:
Chris Clayton, City Manager Danny Jor<^, i^unty Administrator
Date:
AcMoiyed as to cie
Peter Pbilbrick
SR Assistant eatwt#
Page 5 of 5; Intergovernmental Agreement between the City of Central Point and Jackson County
rlSHEET NO.AO1TITLE SHEETReviewer: .Jaime JordanChecker: Matthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKI NTERSECTION IM PROVEMENTSCIry OF CENTRAL POINTJACKSON COUNTYCEwLrwwv.DowL.coitDi gitally Signedl,,i2i"?.;Yr9.^"r,EXPIRTS: 06 / 30 / 23IEE JI(/OREGONclN€654 98P EIndex Of Sheets Cont., Legend And Abbrev.AO2Title SheetA0tDESCRIPTIONSHEET NO.INDEX OF SHEETSCITY OF CENTRAL POINTPLANS FOR PROPOSED PROJECTGRADING, DRAINAGE, PAVING, SIGNALS,ROADSIDE DEVELOPMENTPINE AND HAMRICKI NTERSECTION I M PROVEM ENTSJACKSON COUNTYMAY 2022.i91Overall Length Of Project - 0.25 Miles,L"*f-I PRr\ctssI Vr\D5Ort,-Li *'1iltla- -rr'.- lPROJECT SITENIciil. -.,.I)slr. lgirlII'III\ilI\)) i'-l-J: lrDa :c.,tsl\u- srl5IIl,o8! lrldslJILn I vaw avr_ _-::::::-I .$'-t,\.*r0G--t(I-._\llirii:ll,.!?i1
;'l$r;\),A+ASEC. 1, T,375,, R, 2W,,sEC. 2, T,375., R. 2W,,W.MW.M.sLET'S ALLWORK TOGETHERTO IUAKE THISJOB SAFEOregon Utility Notification Center. Those RulesSet Forth ln OAR 952-0O1 -0010 Through OARFor The Oregon Utility Center ls (503) 232-1987.)ngephoneNumberTelote:TheCenterCallThenRulesMay(NTheCopiesObtaof-oo90YouI52-OO1ouAdoptedByRulesollowFTLawReqATTEires YouGENERAL NOTE:This design complies with ORS 92.044 (7) in that noutility infrastructure is designed to be within one (1) footof a survey monument location shown on a subdivisionor partition plat. No design exceptions nor final fieldlocation changes shall be permitted if that change wouldcause any utility infrastructure to be placed within theprohibited area.(I!ti.,!1tc:\DowL PW\D0367538\05480024 AO1-A02.DWG2022/04/061l:O7FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 1 of 42
SHEET NO.AO2INDEX OF SHEETS CONTINUEDLEGEND AND ABBREVIATIONSReviewer: Jaime JordanChecker: Matthew PhillipsDesigner: AustinZavalaDrafter: .Jim BehlingPINEAND HAMRICKINTERSECTION IM PROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLm.Dom.corSigning Detailsss-06, ss-o2Striping Details55-05Signing And Striping PIanSS-02 Thruss-04Legends5-0 IGeotechnical DataTS-08Traffic Signal DetailsTS-07Traffic Signal DetailsTS-06Signal Modification PIanTS-0sTraffic DetailsTS-04Temporary Signal PlanTS-03Removal PIanTS-02Traffic Signal LegendTS-0tDrainage DetailsHAOI, HAO2Erosion And Sediment Control PIanFBOl ThruFBO4Erosion And Sediment ControlFAOlTraffic Control Plan (Stage 2)EEOITraffic Control PIan(Stage I Phase 2)ED0I ThruEDO3Traffic Control Plan(Stage I Phase l)ECjl ThruECO3Advance Signing PlanEAOIGeneral ConstructionC1I Thruc04Pipe DataBDOICurb Ramp DetailBCOIlsland DetailBBO2lntersection DetailBBOITypical SectionsBAO2Typical SectionsBAOIDESCRIPTIONSHEET NO.INDEX OF SHEETS CONT.ODOT Std. Dwg. Nos.RD300 - Trench Backfill, Bedding, Pipe Zone and Multiple lnstallationsRD302 - Street CutRD306 - Concrete Encasement, Cradle, and Cap DetailsRD335 - Standard Storm Sewer ManholeRD336 - Standard Manhole DetailsRD339 - Pipe to Structure ConnectionsRD344 - Standard Manhole Base SectionRD345 - Pipe to Manhole ConnectionsRD346 - Large Precast ManholeRD356 - Manhole Covers and FramesRD360 - Manhole Frame AdiustmentRD365 - Frames & Grates for Concrete lnletsRD370 - Ditch lnlet Type DRD37l - Concrete lnlet Base Type CG-jRD372 - Concrete Inlet Top, Option l, Type CG-3RD380 - Fill Height Tables for Aluminum & Steel Corrugated PipeRDi88 - Fill Height Tables for PVC PipeRD390 - Fill Height Table for Corrugated HDPE PipeRD393 - Fill Height Tables for PolYpropylene PipeRD615 - Asphalt Concrete Pavement (ACP) DetailsODOT Std. Dwg. NosRDTI IRD72ORD722RD9OORDqO2RD9O4RDgO6- Accessible Route Channelized Islands- Curb Line Sidewalks- SidewalkJoints and Transition Panels- Curb Ramp Components and Legend- Detectable Warning Surface Details- Detectable Warning Surface Placement For Curb Ramps- Detectable Warning Surface Placement ForAccessible Route Island- Detectable Warning Surface Placement- Perpendicular Curb Ramp- End of Walk Curb Ramp- Construction Entrances- Check Dams Type 2 And 6- lnlet Protection Type 2, 3, 6, 7, I 0 And I I- lnlet Protection Type 4- Sediment Fence- Concrete Truck Wash OutRD908RDgI ORD95ORDl000RDt 006RDt 0t 0RDt 0t 5RDt 040RDl 070ODOT Std. Dwg. Nos.TM82l - Temporary Sign SupportsTM822 - Temporary Sign SupportsTM84l - lntersection Work Zone DetailsTM842 - Signalized Intersection DetailsTM843 - Multi-Lane Signalized Intersection DetailsTM844 - Temporary Pedestrian Accessible RoutesTM850 - 2-Lane,2-Way RoadwaysJackson County Standard Drawings!!Edge of gravelEXISTINCLEGENDR/WEasementGuardrailCurb & gutterCurbSidewalkEdge of asphaltFenceStorm sewerDitchSanitary sewerWaterlineUnderground ElectricUndergroundCommunicationsPROPOSEDJCRDI O2JCrMs00- Sign Post Installed in Sidewalk- ODOT Drawings Traffic 500 - Pavement MarkingABBREVIATIONSTM2OOTM2OITM204TM45OTM4S2TM453TM454TM456- Sign Installation Details- Miscellaneous Sign Placement Details- Flag Board Mounting Details- Mast Arm Pole Details- Temporary Strain Pole Details- Temporary Pedestrian Wood Post, Guy Wire/Anchor AndLuminaire Arm Details- Temporary Controller Cabinet, Service Cabinet, Meter Base &Terminal Cabinet- Temporary Spanwire Mounting Details for Vehicle Signals, Signs,And Fire Preemption- Vehicle, Pedestrian Signal and Pushbutton Mounting Option Details- Vehicle Signal Details- Vehicle Signal Bracket Mount Details- Radar Mounting Details- Pedestrian Signal Mount And Pedestrian Pushbutton Details- Wire & Cable Installation And Color Code Charts- Trenching & Conduit Installation- Traffic Signal Junction Boxes/Hand Holes- Controller Cabinet & Service Cabinet Foundation Details- Service Cabinet Wiring Details- Pavement Marking Standard Detail Blocks- Pavement Marking Standard Detail Blocks- Pavement Marking Standard Detail Block- Durable Pavement Markings Method "A" & Method "D" Surfacelnstalled Profile- Durable & High Performance Pavement Markings Surface & GrooveI nstalled Non- Profi led- Intersection Pavement Markings (Crosswalk, Stop Bar, Bike Lane Stencil)- Turn Arrow Marking Details- Median and Left Turn Channelization Details- Alignment Layout: General- Traffic Delineators- Std. Monotube Sign/VMS Cantilever Luminaire Mounting Details- Std. Monotube Sign/VMS Support Drilled Shaft Details- Traffic Signal Supports General Details & Design Criteria- Traffic Signal Supports Notes and Reactions- Traffic Signal Supports Steel Details- Traffic Signal Pole Recessed Terminal Cabinet- Traffic Signal 60'Through 75' Mast Arm Supports General Details &Design Criteria- Traffic Signal 60'Through 75' Mast Arm Supports Notes- Traffic Signal 60'Through 75'Mast Arm Supports Stell Details (Sht. l)- Traffic Signal 60'Through 75' Mast Arm Supports Stell Details (Sht. 2)- i Second Gust Wind Speed Map- Extruded Aluminum Panels- Sign Attachments- Sign Mounts- Signal Mast Arm Street Name Sign Mounts- Signal Pole Mounts- Perforated Steel Square Tube (PSST) Sign Support lnstallation- Perforated Steel Square Tube (PSST) Anchor Foundation- Tables, Abrupt Edge And PCMS Details- Temporary BarricadesConst.COCPDwg.Dwy.Extg.Exts. R/WExtg. S&D easeExtg. util. ease.lnst.NWAo.H.w.PSD ease.PSU ease.ConstructCity of Central PointDrawingDrivewayExistingExisting right-of-wayExisting slope and drainageeasementExisting utility easementInstallNo work areaOrdinary high waterPermanent slope anddrainage easementPermanent slope, utilityeasementThicknessPermanent utility easementPerma nent rig ht-of-waySIopeTem pora ry con structio neasementVariesXUETM457TM46OTM462TM466TM467TM47OTM47ITM472TM482TM485Thkn.PUER/Ws/.TCEVar., PGE lineNWN 4 rN GAS - NW Natural gas lineCut lineFill line$ s $ {, jdr Wetland bufferVegetated corridor(Wetland buffer)TM5OOTM5OITM5O3TM52OTM52ITM53OTMs3ITM539TM56OTM570TM625TM628TM65OTM65ITM652TM654TM655TM656TM657TM658TM67ITM675TM676TM677TM679TM68OTM68ITM687RDTOORD7O5- Curbs- lslandsTMSOOTM82OC:\DOWL_PW\D0367538\05480024-A01-A02.DWG2022l04lU09:MExhibit A Page 2 of 42
BAOlSHEFT NO.TYPICAL SECTIONSReviewer: Jaime JordanChecker: Matthew PhillipsDesigner: Austin ZavAlaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEM ENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLw.Dom-cotEXptRES: 06/30/236549BPE€10,OREGONo lN"cR02"Curb&gutterE=6"(For details, see BB0l A BC0l)(See dwg. no. RD700)EVarSawcut20.5'Conc. walkNom. thkn. - 4"(For details, see BCOl )(See dwg. nos. RD700, RD720, RD722,RD900, RD902, RD904,RD906, RD908,RDgt0 & RD950)2'min.ACP wearing courseLevet 3 !"Nom. thkn. - 3"Match extg. sl."cR0t" "Ps"EEf4.4'to L5'Permanent seedingACPcourseACP wearing courseLevel 3 !"Nom. thkn. - 3"Aggregate base(Nom. comp. thkn. - 9")ACP base courseLevet 3!"Nom. thkn. - 6"Aggregate subbaseFLevel 3 1"Nom- thkn. - 6"(fwo equal lifts)Aggregate baseNom. comp. thkn. - 4"Aggregate subbase(Nom. comp. thkn. - 15")Nom. comp. thkn. - 15"Aggregate baseNom. comp. thkn. - 9"STA. "PS" 2+77.03 To STA. "PS" 4+17.04STA. "CR01" 0+53.95 To STA. "CR01" 0+92.4229'min.For details,,'CROIEsee sht. HAol2',Match extg. sl.ss'J2'L-(osACP wearing courseLevet 3 1"Nom. thkn. - 3"STA. "PS" 8+35.00 To STA. "PS" 9+40.00IIl..-k --t;,i'::;*ISTA. "PS" 2+66.00 To STA. "PS" 2+77.00"PS" 9+40.00 To "PS" 10+05.39IIACP base courseLevel 31"Nom. thkn. - 6"(Two equal lifts)Recondition extg. baseSTA. "CR01" 0+00.00 To STA. "CRO1" 0+53.95'P5"aVarExtg. R/Wl2'5'IACP base courseLevel j l"Nom. thkn. - 6"(Two equal lifts)ISafety edge(See dwg. no. RD6l 5)***var. I 2t to 0t5'tor"6'ACP wearing courseLevel 3 1"Nom. thkn. - 3"6'tosl. 3%SawcutAggregate baselltr.s'rr+tr Min.PermanentNom. comp. thkn. - 9"Extg. surfacingseedingNon-wovenwidth - 5'Aggregate subbaseNom. comp. thkn. - 15"STA. "PS" 2+66.00 To STA. "PS" 2+76.51*rrPsrr 2+76.51 To "PS" 4+45.47**rrPsrr 4+45.47 To "PS" 7+60.59***rrPsrr 7+60.59 To "PS" 10+05.39NOIfS:I. ACP binder shall be PG 76-22.2. AII dimensions are shown in feet unless otherwise noted.3. Side slopes are shown as vertical to horizontal.Subgrade geotextileIc:\DowL Pw\D0367538\05480024 BA01-BA02.DWG2022/O3/O309:23FINAL ELECTRONIC DOCUIVENTAVAITABLE UPON REQUESTExhibit A Page 3 of 42
J.SHEET NO.BAO2TYPICAL SECTIONSReviewer: Jaime JordanChecker: Matthew PhillipsDesigner: Austin ZavalaDraftel Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTIACKSON COUNTYCEwLw.Dom-cotEXPIRES: 06/30/23lrr JC/+65498PEo lN€\0"OREGONCurb&gutterE=6"Flow lineConc. walkNom. thkn. - 4"Sawcut6.5'2'min.*6.s',2', o,ACP wearing courseLevel 3 1"Nom. thkn. - 2"rPermanent seedingACP base courseLevel 3 1"Nom. thkn. - 3"Aggregate baseNom. comp. thkn. - 12"lL.Aggregate baseNom. comp. thkn. - 4"STA. "H" 110+39.65 To STA. "H" 110+52.74* rrHrr 1 10+52.74 To "H" 110+67.75"H"VarVar.NB lanesSB lanesACP wearing courseLevel 3 1"Nom. thkn. - 2"MatchExtg. -\'"i1\_Matchf- Extg._ / _:':'*sl-s/.L-_LCold plane pvmt. removalExtg. curband gutterExtg. curband gutterVar. 38'to 70'STA. "H" 100+80.43 To STA. "H" 110+73.74NOIES:I. ACP binder shall be PG 76-22.2. All dimensions are shown in feet unless otherwise noted.3. Side slopes are shown as vertical to horizontal.Nom. depth - 2"Extg. asph. conc. pvmt.C:\DOW PW\D0357538\05480024_8A01-BA02.DWG2022lO3/O413:45FINAL ELECTRONIC DOCUMENTAVAILABLE IJ PON REOU ESTExhibit A Page 4 of 42
30"Curb running slope(See note 2)Curb and gutter width24"Gutter pad widthContraction jointCounter slope(See note 1 )Ramp runvar. 2.0 % - 7.5 %See shts. BA0l andBAO2ooSee shts. BA0l andBAO2NOTES:l. Maximum counter slope is 5.0% (Positive or negative grade). This applies to gutter at the curb ramp throat and roadsurfaces within 2' of the curb ramp and shall be measured perpendicular to the curb flow line.2a. Maximum curb running slope on end of walk ramps is 2% (Positive or negative grade).2b. Maximum curb and running slope on perpendicular and combination style ramps is 4% (Positive or negative grade).Match ramp running slope until maximum is reached.CURB RAMP CURB AND GUTTER DETAIL/v.LsG IN€C,=wLvwvlv.DouL.cot6549BPEOREGONPINEAND HAMRICKINTERSECTION IM PROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYDesigner: Austin ZavalaDrafter: Jim BehlingChecker: Matthew PhillipsEXPIRES: 06/30/23SHEET NO.INTERSECTION DETAILBBOlAsph. conc.pvmt.AggregatesubbaseSee typicalrdwy. sectiona{Rdwy. subgradeIVar,SubgradegeotextileNOTES:I. Subgrade stabilization to be used in area not meetingcompaction requ irements.2. Subgrade stabilization to be directed by Engineer.3. Depth of subgrade stabilization to be determinedper field conditions.1 2' SU BG RADE STABI LIZATION/V.I.SAI-e-IAISIA.'PS" 2+74.98, .I 7' Rt.!,JNqiNt4obohP.C.Edge ofpavement"PS" 3+00SIA. 'PS' 3+05.44P.C.otv(.)E.-+.,;q-oodui(o+\$$F-R=75'Conc. island,,[Sawcut(For details, seesht. BB02)R=65't-\R:T 75'oN\o+\tssR 65',88"8',50" C.R.L 89"41'46"T 64.66'22.5s'Rt. P.C.C.t-\\z',1b"o%IINoO+<rrno-"PS" Line24.1 1', Lt.oro+$a(LE PINE STREET/NIERSECTION DETAILSCALE:1"=20'-A25',- 6"(o20'- 6"6'Asl.2%P.C. conc. surfacingNom. thkn. - 4"CONCRETE PAD DETAIL1"=5',Aggregate baseNom. comp. thkn. - 4"SECTION A-AN)o\".i fIc42.0%cr\DowL Pw\D0367538\05480024_BB01.DWG2022/O3/O416.2OFINAL ELECTRONIC DOCUMENTAVAILAELE UPON REQUESTExhibit A Page 5 of 42
BBO2SHEFT NO.ISLAND DETAILReviewer: Jaime JordanChecker: Matthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKI NTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTIACKSON COUNTYC,,wLw.Dom,cotler J</tIEXPIRES:06/30/23OREGON654 9BPEo lN{"PS'"cRjt "E"cRot "EVar.Var5.5'Var2AI-e-IACut through widthsIJ:st4See sht. BA0ISawcut and removeexisting asphalt.Recondition extg. baseTop of IslandlslandExtg. asphaltR=2.0'1.5% max. sl.ot{rIsee sht. BA0lIAggregate baseNom. comp. thkn. - 12"ol"I4Non-mountable island (Type A)E = 6", H=l 5"(See dwg. no. RD705)P.C. conc.nom. thkn. - 12"P.C. conc.nom. thkn. - 6"SECTION A-A/V.T.S\Control alignment "CR0l "(At gutter line)AAR:t 00'1" 0+as$.oLsS)t.{ssUsos\oU!1FG 1271.30S)sqo\)\\)\o€STA. "CROl" O+29.19FG 127t.38STA. "CR0l" 0+29.16P.T,R=2.0'noN\LqE=6"nR=2.O'\oN\A-tcihoo+oFq(oF:l{!c.)ho+oIofIntended crossingpavement marking plans for detgils)INOTES:l. Max. cross slope change on ramp 0.5% per foot.2. See std. dwgs for details not shown:RD705 and RDTl I for islands.RD900, RD902 and RD906 for detectable warning surface installation details.RD906 and RD9l0 for curb ramp details.3. All work is within existing right-of-way.4. Tooled dummy joints are required at all curb ramp slope break lines, (See dwg. no. RD722).5. Curb ramp slopes shown are relative to the true level horizon (Zero bubble).6. Place detectable warning surface at the back of curb for a minimum depth of 2' in the directionof pedestrian travel full width of curb ramp opening that is adjacent to traffic.7- Gradebreaksatthetopandbottomofcurbramprunsshall beperpendiculartothedirectionof the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning space.Surface slopes that meet grade breaks shall be flush./SLAND DETAILSCALE:1"=5'i:lsl:i:;:i:;:{t5.5'Min.hsui >.)5.s',Min.4x^LEGENDMarked or intended crossing locationConcrete lslandTurning spaceWhen not constrained 4.5' x 4.5' (4'x 4' min. finished surface)When constrained 4.5'x 5.5'(4'x 5'min. finished surfacewithlonger dimension in direction of pedestrian street crossing).For the purposes of this application, a max. 2.0% finishedsurface slope (For drainage) is considered level)Truncated dome detectable warning surface<-€Slope 1.5% max.(Max. 2.0% finished surface slope)(Normal sidewalk cross slope)Counter slope 4.0% max. ascendingor descending(Max. 5.0% finished surface slope)Slope as required for drainageSlope 10% max.oooooo(SeeIc:\Dowl PW\00367538\05480024 BB02.DWG2022/O3/0314tO3FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 6 of 42
BCOlSHEET NO.CURB RAMP DETAILReviewer: Jaime JordanChecker: Mafthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCIry OF CENTRAL POINTJACKSON COUNTYCEwLwww.Dom-coMtEE J</EXPIRES:06/30/236 54 98PEc lNr\0OREGONo,oa$lA-6-IAIIIIII/IIs{R=75.0'6oouLine"PS" Line"PS" 3+00I6.44tIIIIlIlIIII\\II\\)s{,.r.(see sht. BB0l)\19.6'\\69(oO)\)L6or,/"CR02" Line(atIine)\\R=l 75'q/ For details,see sht. BB02\\'a"'//////+'i/.o-"PS" LineSIDEWALK DETAILSCALE: 7"=70'STA. "CR02" 49+97.95STA. "CR02" 50+O0.O0"cRo2"Curb andGutterCurb linesidewalk{.SURamPCURB DETAILNOTES:l. Slopes hold over elevations.2. Max. cross slope change on ramp 0.5% per foot.3. See std. dwgs. for details not shown.4. See this sht. and sht. BB01 for curb details.5. AII work is within existing right-of-way.6. Construct concretejoints as shown on plans, or as directed by Engineer.LEGENDMarked or intended crossing locationSidewalkTurning spaceWhen notconstrained 4.5'x 4.5'(4'x 4' min. finished surface)When constrained 4.5'x 5.5' (4'x 5' min. finished surface withIonger dimension in direction of pedestrian street crossing).For the purposes of this application, a max. 2.0% finishedsurface slope (For drainage) is considered level)Truncated dome detectable warning surface<-+<F.€Slope 1.5% max.(Max. 2.0% finished surface slope)(Normal sidewalk cross slope)Counter slope 4.0% max. ascending or descending(Max. 5.0% finished surface slope)Slope as required for drainageSlope 7.5% max.(Max. 8.3% finished surface slope)(Ramp length l5' max., measured along finished surface slope)Counter slope(Max. 5.0% finished surface slope)(Slope as required for drainage)c:\DowL_PW\00367538\05480024-BC01.DWG2022/O3/O4'14:52FINAL ELECTRONIC DOCTJMENTAVAILABLE UPON REQUESTExhibit A Page 7 of 42
BDOlSHEET NO.PIPE DATAReviewer: Jaime JordanChecker: Ben WewerkaDesigner: Abigail HaleDrafter: lim BehiingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNryfoEwLw,Dom.cotEXPIRES:06/30/22eolN14"OREGON791 31rzoOc')o(JiraI()ILiSi: / l\5iA LAIIC\ CRiTERiAA.AL irili\AiI lvlAfllil\ Sr1i I Cl C/,iAr L,Vi\.iVslli 0: c0diiricAllVtrtiJ, flatDtD CR -CCK 5:AMVtl\rl:l ilC\ l\\l S r:ar<1.OCKLa=6llVlliD, ,/{LLLirD CR LCC( SIAVxiOCK Si AV--=2'-i::li(\.f(\.PLI iFi1t(\.-=.II ll-crcsllGENERAL NOTES:l. A check (V) indicates column heading applies.2. A new pipe culvert installation shall be of like material throughout.3. Extension of existing metal culvens maybe of unlike metal orcorrugations. For connecting details, 5ee std Drg. No. RD326.4, Dimensions shown are nominal,5. All pipes shall conform to the AASHTO 5p€cification applicablefor the type of material and the diameter ofth€ pip€ involved.FOOTNOTES:O Desigh height of cover is the critical design height used to selectpipe materials. The height of cover for any given run of pipe mayvary. Design height ofcover shall be measured to subgrade.Pipes with design heights les5 than minimum are located underthe 5idewalk and may be above subgrade.@ Cross-sectional dimen5ions mayWhen galvanized iron or steel andalte.rnates use a separate line for €ach type() Cross-sectional shape of pipe normal to longitudinal- axis, prior to loadinqA=Pipe-ArchR = RoundE = Elliptical (5% nomina, elongation)6) Minimum allowable diameter for Class I nonreinforced- cohcrete pipe is I 5".G'\ Abbreviation5 for protective (oatings for metal pipev PM Polymeri(, I 0 Mll. thkn. coated both sidesPO = Polyethylene inside lihihg, polymeric outsideU - UncoatedCIM = Chevron industrial membraneEP : EPoxY coated/?\ Abbreviations for existinq pipe materialsv AB : Asbeltos cementAl = corrugated aluminumCo = ConcretePl = PlasticSt - Corrugated steelX = Other material, see remarks columnRDl00 Trench Backfill, B€ddin9, Pipe Zone And Multiple lnstallationsRD302 Street CutRDl04 ArchPipeBackfill/CompactionRD306 Concrete Encasement, Cradle, and Cap DetailsRD308 Eore Casing DetailRO3 I 0 Shallow/De€p Trench Service Connectioh, Blocking and MarkersRD3l2 Subsurface DrainRD3 I 6 Sloped Ends For Metal PipeRDi I 7 Culven Embankment Protection And Riprap PadsRDI I 8 Sloped Ends For Concrete PipeRD3 I I Miscellaneous culven DetailsRD320 Paved End Slope For Culvens 60" Ilraximum Pip€ SizeRD32l Paved End Slope With Removable Safety Bar(s)RD322 Safety End Section For Metal PipeRD324 Safety End Section For Concrete, PVC, HDPE & Polypropvlene PipeRD325 Coupling Bands For Corrugated Metal PipeRD326 Coupling Bands For Corrugated Metal PipeRD327 Coupling Bands For Corrugated Metal PipeRD328 Slotted C.M.P. Drain DetailsRD330 Pape slope Anchors - MetalRD332 Pipe slope Anchors - concreteRD334 Locator PostRD335 Standard Storm Sewer l\4anholeRD316 Standard Manhole DetailsRD338 Standard Sanitary Sewer ManholeRD339 Pipe To Structure ConnectionsRDl40 Storm Sewer Pollution Control l{anholeRD342 Shallow Manhol€sRD343 24" ManholesRD344 Standard lelanhole Base SectionRD345 Pipe To ldanhole ConnectionsRD346 Large Precast Manholel\4anhole With lnletSanitary Sew€r Piped lnside Drop Connection for ManholesOutside Drop ManholesCarry Through Nlanhole - StormManhol€ Covers Ahd FramesMahhole Slope Protector5Manhole Frame AdjustmentSanitary CleanoutGufter Transition At lnletConcrete lnl€tsTypeC I, C 2, C 2M, &C-zMAFrames & Ctates For Concrete lnletsConcrete Inlets Typ€ CC I, CC 2Curb lnlet ChannelConcrete lnlets Type ltl-E, tr,l-O, B And B-SLDitch lnlet Type DConcrete lnlet Ease Type CC 3Con(rete lnlet Top, Option I Type CC-lConcrete lnlet Top, Option 2 Type CC-lArea Drainage Basin Or Field lnletMiscellaneous Drainage Structures Siphon Eox,lnlet Cap & lnlet AdjustmentType "3" Catch Basin, Frame and CrateFill Height Table5 For Aluminum & Steel Corrugated PipeFill Height Tables For Aluminum & Steel Arch Pipefill Height Tables For Aluminum & Steel Spiral Rib PipeFill Height Table For Circular Concrete PipeFill Heiqht Tables For PVC PipeFill Height Table for Corrugated HDPE PipeFill Height Table For St€el Reinforced HDPE PipeFill Height Tables For Polypropylene PipeCulvert lD MarkerStormwat€r Treatment ahd Storage Facility Field irarkersIIJTlillltltr,lL]!III,-IIaI-ITIl:,IItrTI!!ITI)-Il-ta!ILlIRD]48RD35ORD352RD354RD356RD358RD36ORD362RD363RD364RD365RD366RD367RD368RD]70RD37]RD372RD37]RD374RD376RD378RD38ORD382RD384RD386RD388RD39ORD39]RD393RD398RD399jIlItIIillllIITjIIIIiItITl+ll.liiilllIj,]-11llIIIli{. :rl'lr!LjlIlllI:+I.o64.064lliIi.-iIiI-It;l.060 R.o60II296111li!lI-liIil-i+f08.136lTrll59)1cci1rllrcres)!:"xllq(\.2l-P Aitrr(N.(j.cres)eilll'F(\Recuirec\!nbcri\ riSivrri=d-qp AsT \. & iR3\=lRIPriN'1, t, lrl, itls :arl]R :lli,.\\Seci(,=::-_? a--3 =.9l1:..)VAN.]O iSAPriril I i \/\N Cr SNo.50" tia.RI0ver:iJcr!RVlNAr?rAiV:\riNCTr l\ i:!lI\J5l/lfl lCll:l:iiit A'l 0i? t r ii) ilcA;'j i i)itA0i.A\5l/i l\ (lncnes)1?TROsS5l cric\a;l )tvl \5;0N5:ILVA:?KSConc- Collarsew.,12" diaonbendIC:\DOWL PW\D0367538\05480024 8Do1.DWG2022/03/os08:33FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQIJESTExhibit A Page 8 of 42
SHEET NO,colGENERAL CONSTRUCTIONReviewer: Jaime JordanChecker: lt/atthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKI NTERSECTION IMPROVEM ENTSCITY OF CENTRAL POINTJAGKSON COUNTY{:EWLM.DOm.COtEXptRtS: 06/30/23\0,€o lNOREGON6549BPE2"- ns0'05'28.r 2"Edltrw+ooNqssq-11290128512BO121 56rickoHAMRIGK ROADEtt1H+oo-----.rtMIIIsEC. 1 & 2, r.315., R. 2W,, W,M-.rv\'^-a! ./( 1.Tax Lot 600BEGIN PROJECTSTA. 'PS' 2+66.00'Tax Lot 800(cootIUJoom:J-=Hoo+oo864258Preserve and protect extg. junction boxRemove inletPreserve and protect extg. sanitary sew. IinePreserve and protect extg. water linePreserve and protect extg- gas line@ Preserve and protect extg. underground communication IineMinor adjust manholeConst. type'A' non-mountable conc. island(Cut through design)(For details, see sht. BB02)(See dwg. nos. RD705 & RDT| I)Const- curb ramp, median cut throughlnst. safety yellow truncated domes on new surfacing - 30 sq. ft.PCC surfacing(For details, see sht. BB02)(See dwg. nos. RDTl I, RD900, RD902 & RD906)Relocate extg. signal pole, cabinet and vault.(For details, see shts. TS0l - TS08)@ n"lorot extg. power pote (By others)6) sro. "PS" 3+1 2.3, 2s.87' Rt.- Const. type "CG-3" inletInst. 1 2" storm sew. pipe - 59'5' depth(See dwg. no. RD37l)@Const. conc. pad(For details, see sht. BB0l)@ Cortt. P.C. conc. walks - 649 sq. ft.Const. standard curb and gutter(For details, see sht. BB0l)(See dwg. no. RD700)(B) Cortt. cu rb ramp, end of watk (option "EW-I ")- Wet set on PCC surfacingRamp I - SU(For details, see sht. BCol)(See dwg. no. RD950)-lIt-GfrAE-1 frP9=8JA:JOo+('ro:1la_g=llaI+(,lo!tJl:-It@:N+(tlo.$z-- NJo+(,lo,0--E -+ooTax Lot 100I 777 E Pine StLIN\UJ-D-v).91"9t--E _--sl----F---ss5b-3 --Pavinglimits.91bb-Sawcut'PS'' L/NEoo+v ,,sd,,"PS" LINER/W@ cortt. curb ramp, perpendicularlnst. safety yellow truncated domes on new surfacing - 10 sq. ft.Wet set on PCC surfacingRamp 2 - SU(For details, see sht. BCol )(See dwg. nos. RD9l0)@Const. curb ramp, end of walk (Option "EW-I ")Wet set on PCC surfacingRamp 3 - SU(For details, see sht. BCol)(See dwg. no. RD950)12"-59',qCut lineq9q\o=FI.JJuJEFotuzo-e)09+t "Sd"@ conrr. concrete collar- lnst. 12" storm sew. pipe - I t'5'depth(See dwg. no. RD306)MATCH LINESEE SHEET CO21290128512BO121 512101265LEGENDFull depth ACPSCALE IN FEET12701265126012551250020 40O+501 +002+OO3 +OO4+00Type "CG-3" inletSta: 3+l 2.3, 25.87'RtRim: 1270.59F.L. in (E): 1267.80F.L. out (SW): 1267.86Sump: 1266.86Extg. grade @ "P5" Line0oNNsta. 4+20.1 3, 32.4'Rt.F.L. out 1267.60I 2' _ 59'@ O.44%-oSubgradet 2'- n'@ 0.44%Concrete collarF.L. 1267.85Ditch FLo(c;(oSta: 4+20.00, 32.4 Rt.Elev. 1267.60'Exc. 474 C.YEmb. 2 C.Y.C:\DOWL PMD0367538\05480024-C01 C04.DWG2022/03/0908:30FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 9 of 42
Ico2SHEET NO.GENERAL CONSTRUCTIONChecker: Matthew PhillipsDesigner: Austin ZavalaDrafter: Jlm BehllngPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLw-Don.coftEE J(/EXPIRES:06/30/2365498PEolNeOREGONIIITax Lot 3I.004229 Hamrick RdsEc. 'l & 2, T.37S., R. 2W., W.M.(CITY OF CENTRAL POINT)Tax Lot 3000I 860 E Pine StVI-e-IVn/wPreserve and protect extg. water line@ n"lorot" extg. power pole (By others)\rE PINE STREET:T'u25+OtoE\,tlttJr+ooa.ItU,('r+(rloqiT'Itto1+oo:!(no)+groLLI <.,zEIF-ulTlll!-o6l- u.r'-r W='(!+R 10000'0"34'22" C.R.| "5t'44".3H-4ciHT-rFoZ.-mSawcut T l62.5l'---3- DitchDitch _ Ditch _DitchR/WCut lineTax Lot '001777 E Pine St129012901285128512BO12801215127512701270LEGENDFull depth ACP12651265SCALE IN FEET0 20 40126C.12601255125512501250Emb. O C.Y.Ditch FLY,Exc"-4.7%Extg. grade @ "PS" Line-t.nl'"lJ___5+OO6+OO7+OOc:\0OWL,PW\D0367s38\0s480024_c01-c04.DWc2022l03lU7l:72FTNAL ELECTRONIC DOCUMENTAVAILABLE UPON REOUESTExhibit A Page 10 of 42
SHEET NO.co3GENERAL CONSTRUCTIONReviewer: Jaime JordanChecker: N4atthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKI NTERSECTION IMPROVEM ENTSCIry OF CENTRAL POINTJACKSON COUNTY{LEwLffi.DOm.COr\tooeiroN1 2" - 29',@ 0.38%Ot\t(oNooki(oc\6"-6'@ 0.50%O)ki+Ditch FL-0.5%ro(i(oN$+-lOlnN.h++)---- SubgradeExc. 773 C.Y4 C.Y.Subgrade-0.7%Extg. grade @ "P5" LineSwale FLsta. 9+39.1, 30.09'Rt.Type "D" inlet, mod.Rim: 1263.84F.L. out 6" (SW): 1262.93ksta. 9+32,0.7'Lt.72" manhole, over extg.Rim: 1268.30F.L. in 12" (N): 1262.90F.L. in 36" (E): I 261 .I 2 (Field Verify)F.L. out 36" (W): I 261 .l 2 (Field Verify)F.L. in 6" (NW): 1262.90F.L" out 12" (S): 1263.01Sta. 9+33.6, 28.37'Rt.Type "D" inlet, mod.Rim: 1264.5ON 88" 3t'57.67" ESawcutdItt!Fro+oool-dlt1(o+oo:T]@@+('tO:!@{+(,ro!.Ita(0+(to:!3'IE PINE STREET'P.S'' L/NEI=!tJ'l@+()ot-\(oodOt+\-\sF1412"-29':td+o -oVI-e-IVsEC. 1 & 2,T,375., R.2W,, W,M,(CITY OF CENTRAL POINT)Tax Lot 2900I 860 E Pine StTax Lot 2700I 780 E Pine St@ Pr"r"rr" and protect extg. water line@ Pr"r"rr. and protect extg. power poleR/WPreserve and protect extg. underground power lineIIIR/WPreserve and protect extg. undergroundcommunication lineSta. "PS" 8+41 to Sta. "PS" 9+41Const. water quality swale(For details, see sht. HA0l)END PROJECTSta. "PS" 9+32, 0.7'Lt.Const- manhole, 72" dia. over extg. sew.Trench resurf. - 6 sq. yd.(See dwg. nos. RD335, RD336, RD344, RD345,RD346, RD356 & RD360)or LIJEzhJtUT6OLUFHgSTA. 'PS' 10+05.39:-ItaJO+Oro=T'lJtFio+(o('lNote not usedSD-..--.---.-'-.---.--_- SD.-------- SlSta. "PS" 9+33.6, 28.37'Rt.Const- type "D" inlet, mod.Inst. 1 2" storm sew. pipe - 29'5' depth(For details, see sht. HAql )(See dwg. nos. RD380, RD390 & RD393)- --f _Sta. "PS" 9+39.1, 30.09' Rt.Const. type "D" inlet, mod.lnst. 6" storm sew. pipe - 6'5'depth(For details, see sht. HA0l )(See dwg. nos. RD300, RD302, RD339, RD365,RD370 & RD388)Ditch _ - Ditcf.R/WPaving limitsR/W"PS" 7+60.58, l 8' Rt.Tax Lot 100I 777 E Pine St6b) st . "PS" e+37, t s.ss'Rt.- Contt. conc. saddle(See dwg. no RD306)129012901285128512BO128012151275LEGENDFull depth ACPTrenchresurfacing12101270SCALE IN FEET12650204012651260GIN€1255654 9BPEOREGON12507 +OO10,EXPIRES: 06/30/23(/IEE J+B+009+00'10+OO'11+OOc:\DowL_Pw\o0367s38\05480024 c01-co4.DWG2022/03/A908:31FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 11 of 42
SHEET NO.c04GENERAL CONSTRUCTIONReviewer: Jaime JordanChecker: Matthew PhiilipsDesigner: Austin ZavalaDrafter: Jim EehlingPINEAND HAMRICKI NTERSECTION IM PROVEM ENTSCIry OF CENTRAL POINTJACKSON COUNTY+EwLw.Dom.coMEXpIRES: 06/30/23€clN\0,OREGON6549BPESEC, 1 & 2, T.37S., R. 2W,, W,M.(crTY oF CENTRAL POTNT)Preserve and protect extg. power polePreserve and protect extg. inlet-e+(o00IaxLot 80 Ioov.uJJo_od)\4999 Biddle Rd*.---\eeecR=30'Const. curb ramp, end of walk (Option "EW-1)Wet set on PCC surfacingRamp I - SUAdjust box_sR/Wolf)+ooIJ.=ItsoNJ+oo:-How+oo:THos+oo_JLUz=-'i orl_tuIM(J urr- L!t<u,lJoF+oooOfr<ur l--8'a_Ai t!/v\LIlU)uJzJ'M --IoF[44=E-:=II- - -R/wFuJultFoUJzdulR:57'Tax Lot 31004229 Hamrick RdlTax Lot 33004173 Hamrick RdITax Lot 34004141 Hamrick RdIIJtTax Lot 8004000 Hamrick RdCONCRETE ENTRANCEREDDAWAY TRUCKINGCONCRETE EXITREDDAWAYTRUCKNGR=30-?- -uJuZ)-oJ<t-LUQUr,4jHtso+oos'J-=HoOl+ooPavinglimits,--t**ra*rrrR/WTax Lot 34004141 Hamrick RdTax Lot i600Hamrick RdSCALE IN FEETLEGEND2" grind andinlay ACP6"H" LINEI\J.:tso(.rr+oo,,H" LINE\aI:Hott+oojHor.O+oc>jJ-:rlo@+oo-=-L=tso\+Oo€'x0 2040c\Dowt_pw\D0367538\05480024,c01 c(X.DwG2022/O3/0414t51FINAL ELECTRONIC DOCUI\,lENTAVAILABLE UPON REQUESTExhibit A Page 12 of 42
SHEET NO.EAOlADVANCE SIGN PLANReviewer: Jaime JordanChecker: lvlatthew PhillipsDesigner: Austin ZavalaDrafter: -Jim BehlingPINEAND HAMRICKI NTERSECTION IM PROVEMENTSCITY OF CENTRAL POINTJACKSON COUNryCEwLwlw,DowL.cotEXpIRES: 06/30/23lee J+C/654 9BPEolNe10"OREGON=__ _t L_ \A?AlDg not irclt\ \.t\l\tll:]scrrtL_z r RDR2-6aPR9-l laR9-llaCO NSTRU CTION S EQU EN CE NOTES :STAGE I, Phase Il. lnstall traffic control and erosion control measures. Detour pedestrians perthis sheet.2. lnstall temporary signal and remove existing signal.3. lnstall permanent signal poles.4. Construct concrete pad, sidewalk and earthwork along edge of pavement.STAGE l, Phase 2l. Shift traffic to a single lane per TM84l.2. Construct island and remaining earthwork along shoulder3. Install pedestrian signal poles.STAGE l, Phase 3l. Construct wearing and base courses.STAGE IIl. Construct grind and inlay on Hamrick Road.2. Remove all traffic control measures and temporary signal.GENERAL NOTES:I. lnstall all measures required by the Traffic Control Plan before any roadwaysidewalk diversions.2. Ensure all pedestrian detour signs are in place before covering the pedestriansignals and closing the crossing for the entire duration of the constructionactivities u nless otherwise noted.3. Following the completion of the curb ramp, ensure all measures are in placeto protect the public from all construction hazards before opening topedestrian traffic-4. Maintain and protect existing signs. Existing guide signs that conflict withconstruction guide signage shall be covered or removed. Uncover andreinstall existing guide signs as conflicting construction signage is removed.All sign dimensions are in inches unless otherwise noted.5. Adjustments to temporary traffic control devices may be required toaccommodate existing field conditions. Locations of all temporary trafficcontrol devices shall be approved in the field by the engineer.6. All signs are 48" by 48" unless otherwise shown. Use fluorescent orangesheeting for the background of all temporary warning signs.7. Remove conflicting striping as needed. Reinstall original striping per Section008s0.40 (c).To be accompanied by dwg. nos. : TM800, TM820, TM82l, TM822,TM84t, TM842, TM84i, TM844, TM850.M4-9bM4-9bCROSSWALKCLOSEDoR22-7MM DDXX AM TOXX PMROADWORKAHEADPORTABLE CHANGEABLE MESSAGE SIGN(PCMS)(Suggested message 30 days prior to closure)USEALTROUTEROADWORKHAMRICKPORTABLE CHANGEABLE MESSAGE SIGN(PCMS)(Suggested message du ring closu re)LEGEND-Ln0Temp. sign su pport (TSS)8'type ll (L, R or LR)barricadePortable changeablemessage sign (PCMS)Wir SOf,it--RD,civIIIl\I()CT-l\lr\iciv()vI_1IF*dIILoiII\WCODSRI)VIt AS I?DIIHrr Ptcfi i RDBL,ISINISS pARKDR))Fo urCornersOUT1mluloliIlIlIIrltIJ'OoFCI Vi I IRYi^c(soN co.tXPC PARKJEWFI TSCT,CRD, \PINE ST, \BROOKDALEovaIIIDR.IB/DDtF)OSHDvA,\'. sra.Oot'qv4O!AVR]CKRD,PROJECT AREAU.YoIl-EUoUEoUolrIIIIIjFINESDOUBLEROADWORKAHEADSIDEWALK CLOSEDAHEADFCROSS HERESIDEWALK CLOSEDAHEAD->CROSS HEREtDETOUR+tDETOUR+c:\DowL_Pw\D0367538\0s480024 EA01.DWG2022/O3/U08t27FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 13 of 42
ECOlSHEET NO.TRAFFIC CONTROL PLANReviewer: Jaime JordanChecker: N4atthew PhillipsDesigner: Auslin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYfoEwLffi,DOWL.COilEXpIRES: 06/30/23LEE J(/+\0,€olNOREGON654 9BPESTAGE IPhase 1I'-eIIENDROAD WORIooEIJJJoYooEcooo+otlto-oo+r-{tllA.oo+NvlCLoo+rnvto-I\oo+F.loIcc20-2AoOEUJcouluJ(ntI 7s',il@-A- - -R/w--\IIR/WI 50'00L,Ps" 4+It0'I 60'ATaperBuffer"PS" LINEttlI33 50'3 50'"PS" 5+00IFLrluJtFU)ulzd"PS" 6+00ul"PS" 7+00"PS"Under trafficUnderNOTE:2't2't2'Jconstructionl. See sht. EA01 for advanced signing and TPARTravel IaneTravel lanelaneI*t?Tubular markerSECTION A-A(N.r.s)HAMRICK ROADWORKWORKJ-\.l------JI4LEGENDDirection of trafficSign on postUnder constructionUnder traffic23" tubular markerson 20'max. spacing28" tubular markerson l0' max. spacingExisting signaltFINALC:\DOWI PW\D0367538\05480024 ECo1 EC03.DWG2022/6lA08:29AVAILABLE UPON REQUESTExhibit A Page 14 of 42
IECQ2SHEETNO.TMFFIC CONTROL PLANRdvitwln: J!firu &danqhoclroli M.Stthew PhlllpsDg6ignq: ;{uddfi zs/6laQraftgrl .tfn BithllngI NTERSEEil ON I II{ PAOVEMENTSCITY OF CENTML POINTPINEAND HAMRICKIAGI(SON:@UNTYCtEwL ffi=ch--=+rOREGO I{qCI6f3At23EXPIRES:IIV65498FEV+VSTAGE IPhase 1IIIIINOTEI, See sht. EAAI for advanmd ttgnlng and TPAR.LECENDD'ilactlon 6f ffafficI sign an wstffi utdertra:fftc. . . . 2S"tubularmarkcrson 20' max. spacing@t 80'---,- __3&ttle'Po\ryt-PW\0036753g!548$ta4_Etrrf eoiroWG,0.2rlo:@@30FINAL ELECIRONIo DOEUME|iIIA\rAtrABr.f uFoN nEQUEsrExhibit A Page 15 of 42
SHEET NO.ECO3TRAFFIC CONTROL PLANChecker: Matthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCIry OF CENTRAL POINTJACKSON COUNTYfoEwLwurw.oom.GorEXptRES: 06/30/23tEE J</I654 gBP Eo lN€\0"OREGONVI-9-VSTAGE IPhase 1$' I\\"H'102.|r00I"H" LINEI\II\\\II\I\\?oo+too+LattJ1CLoo+rottlo-oo+t\ttlCLoo+00rn.fLoo+o)oooo+Flr-{\'"H" 101l+oo+o- */y (-----.l6ll t-A\{cl200R/W"PS" 3+00.PS'' L/NEL*A\\cc20-2A48x24"PS" 2+005e.I"PS',INOTE:L See sht. EA1l for advanced signing and TPAR.Under trafficUnderI t.5'I t.st3't2'12',ConstructionTravellanevel laneTravel laneI,.1,sttSECTION A-A(N.r.s)d{lIl\-E PINE STREET _itLEGENDDirection of trafficSign on postUnder trafficUnder construction2S" tubular markerson 20'max. spacing2S" tubular markerson I 0' max. spacingExisting signal7777Tubular markerC:\DOWL_PW\D0367538\0548o024_EC01 EC03.DWG2022/o3/o408:31FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 16 of 42
SHEET NO,EDOlTRAFFIC CONTROL PLANChecker: Matthew PhillipsDesigner: Austin ZavalaDrafteri Jim EehlingPINEAND HAMRICKI NTERSECTION IMPROVEM ENTSCITY OF CENTRAL POINTJACKSON COUNTY+EwLW.DOWL.COMEXp1RES: 06/30/23tEE J</+t€o lN\0OREGON6 54 9BPEEDGE-'t1I s0'THAMRICK ROADWORKWORKSTAGE IPhase 2(Daytime hours)IENDtoAD woRtoPquYJ+6ov=^(,XCLtrd)too+FlthCL<)o+NtttCLoo+fr1thCLJII'ttoo+F{oFlI\_cG20-2AIIootulmlrluJot 75'oilI'B(ilt)RaI'B(ilt)RR/wL--R/wg',g(ilt)Rt 10'00up$" 4*r 60'TaperBufferSequential arrow3 s0'3 s0'3 50'ItrlrI"PS" 5+00RIGHTCW2l -8c(Mount on TSS)AA"PS" LINE"PS" 6+00,PS'Under trafficUnder constructioni=LiJIIII t.5'I t.s't3'I2'2'llTravle IaneTravel lane Travel IaneTravel lanet0'II\t-,"PS" 7+00SECTION A-A(Daytime Hours)(N.r.s)Tubular marker"PSNOTE:l. WB lane closure allowed on Biddle Rd. and E Pine St. during daytime hours only. Shift trafficcontrol devices to outside lane at end of workday.2. See sht. EAol for advance signing and TPAR.Under traffic1 1.5't t.5'13't2't2'2'Travlelane IanelaneII\t tSECTION A-A(Night-time Hours)(N r.s)aaaaaaaLEGENDDirection of trafficSequential arrowSign on postTemp. sign support (TSS)BarricadeUnder trafficUnder construction2S" tubular markerson 20' max. spacing28" tubular markerson l0'max. spacingExisting signalI*cr\DowL_Pw\Do367538\05480024 ED01 EDo3.DWG2022/O3/M08:33AVAILABLE UPON REOUESTExhibit A Page 17 of 42
sHEer No.ED02TRAFFIC CONTROL PLANDn'fteri Jrn BahtiillD6signe* AusdnzaveltRevla[dt: Jtlmg $rdtnohsi*irn Mtilhdrv ptilfi tpsPINEAND HAMHICKCE,'L wwry.,ion,i-6onOREGONa6t30/73EXPIRES:65498FEOllVSTAGE IFhase 2VIIIII8'B(il|)RSequen:tlal drrawf-RtwTaperLEGEND.+ Diraetionof*afficI Stgn an pastt &aftlca4eI S€quentlal qrrtwE: unuer.rutttLV-- underconstrucdan. . . . 23"tubularmarkerson 20'max. spacingNOTE:l. See sh:t. EA0I for advance signlnE and TPAR,e\0qwt_pw\D0367538\05480O24:EO0t-tDO3.OW67@U0nlA4.O8i34Exhibit A Page 18 of 42
EDO3SHEET NO.TRAFFIC CONTROL PLANChecker: N4atthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKI NTERSECTION I MPROVEM ENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLw.Dom.corEXptRES: 06/30/23ltr J(/+6 549BPEolNe10,OREGONVI-q-VSTAGE IPhase 2(Daytime hours)ill\4"H" LINE"H" 102+00\ut)II\\III\oo+ao-oo+LNtllCLoo+rotho-oo+Natlo-ioo+€vlo-oooo+oFlttlo-oo+r-{dtnCL=\'"H" 101+00+or\l_ _-a_-------loAR/WlrlCL-.+a- a- aaoSeesht"PS" LINE"PS" 3+00A\'PS"BufferTaper\Under trafficUnder construction^Yoe.T.rlsI t.5'I t.s'13',t2'2'cG20-2A"PS" 2+00Travle laneTravellanelaneto'IIstRIGHTCW2l -8cSECTION A-A(Daytime Hours)(N r.s)Tubular marker,PS'NOTE:l. WB Lane closure allowed on Biddle Rd. and E Pine St. during daytime hours only. Shift trafficcontrol devices to outside lane at end ofworkday. See Section A-A on this page for details.2. See sht. EAoI for advance signing and TPAR.Under traffic2'TravleI laneIaneTravel IaneIIttSECTION A-A(Night-time Hours)(N.r.s)50'tI 80'R/Wt00aE PINE STREET _I2'I2't3'I t.s'I 1.5'LEGENDDirection of trafficSign on postUnder trafficUnder construction28" tubular markerson 20'max. spacing28" tubular markerson I 0' max. spacingExisting SignaltHaTubular markerC:\DOWI- PW\D0367538\05480024 ED01-ED03.DWG2o22/O3/04i5:OOFINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 19 of 42
EEOlSHEET NO.TRAFFIC CONTROL PLANReviewer: Jaime JordanChecker: MatthewPhillipsDesigner: Austin ZavalaDrafter: Jim BehllngPINEAND HAMRICKINTERSECTION I M PROVEM ENTSCIry OF CENTRAL POINTJACKSON COUNTYfo,,wLwW-Dom-couEXPIRES:06/30/236549BProlN€10,ORFGONSTAGE IIIIt"H" 115+00ootu.lJoo6"H" Ll-4+00oo+F{oF{Ioo+NoF{I=oo+mor-t:Eoo+\roFlIEoo+rnoF{J.ioo+r€'oFtI=oo+NoF{I=oo+€oF.lJ-3oo+OloFlI=oo+oFtF{J-=oo+r-f-L"H" '113+00\,._..1'4-'-ooLOo"H" LINEFtllL!tF(/)ulzduJNOTE:l. See sht. EAjl for advance signing and TPAR.NOTES:L lnst. advance signing per std. dwg. no's. TM800. TM84l,and TM850.2. At least one sidewalk to remain open at all times. lfconstruction requires closure of sidewalk, installtemporary pedestrian detour per std. dwg. no. TM844.3. Maintain access to businesses and driveways duringconstruction. One driveway per business to remain openat all times.WORK TO BE PERFORMED:L Inst. "advance warning" temporary traffic control signsand devices.2. lnst. temp. plastic drums and tubular markers asneeded or directed.3. Const. 2" grind and overlay with permanent striping.Inst. temp. sviping as required by Engineer.lil-J--4\ItIoo+ooFlI=ILEGENDDirection of trafficConstructionunder trafficUnder trafficExisting signalHc:\DowL Pw\D0367538\05480024 EEol.DwG2022/O3/M09:27FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESIExhibit A Page 20 of 42
FAOlSHEET NO.EROSION AND SEDIMENT CONTROLChecker: Matthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLffi.DOm.COm(/tEE J+EXPIRES:06/30/23tclN10OREGON654 98PEAPPLI CATION - TEMPORARY/PERMAN ENT VEGETATIVE COVEREROSION AND SEDIMENT CONTROL GENERAL NOIES;The construction, adjustment, maintenance, and upgrading of these Erosion andsediment Control meqsures is the responsibility of the contractor for the durationof the project to comply with Section 00280 of the Oregon Standard Specificationsfor construction.STANDARD DRAWNGS:I RDlO00 Construction EntrancesD RDl005 Check DamsType l, 3 And 4a RDl006 Check DamsType 2 And 6a RDI Ol 0 lnlet Protection Type 2, 3, 6, 7,10 And t ta RDl0l 5 lnlet Protection Type 4a RDl030 Sediment Barrier Type 2, 3 And 4E RDIO3I Sediment Barrier Type 5 And 6E RDl032 Sediment Barrier Type 8a RDl033 Sediment Barrier Type 9a RDl040 Sediment Fencea RDl045 Temporory Slope Drain With Energy DissipatorD RDI050 TemporaryScour BasinE RDlO55 Slope And Channel MattingZ RDl060 Tire Wash Facility Type I And 2D RDl065 Sediment Trapa RDl070 Concrete Truck Wash OutNOIESil. Place check dams in ditch sections.2. Graphic symbols are approximate. Place erosion control measures as required anddirected by Engineer.Erosion and Sediment control measures shown on this plan are for anticipated siteconditions. Adjust or upgrade these measures for unexpected storm events toensure that sediment and sediment-laden water does not leave the site.3. Erosion and sediment control measures, including perimeter control must be in place prior toground disturbance or vegetation removal, the control measures must be maintained andmodified as directed during construction-Develop a revised plan of the Erosion and Sediment Contro! measures shown asrequired by Section 00280, Oregon Standard Specifications for Construction.Implement this plan for all clearing and grading activities and in segmentsapplicable to each staging phase. Construct in such a manner so as to ensure thatsediment and sediment-laden water does not enter the roadway or drainage system,or violate applicable water standards.lnstall measures within the right-of-way unless directed otherwise.4. This project must comply with local erosion control requirements, including:A.'femporarily stabilize soils at the end of the shift before holidays and weekends, if needed.B. All exposed soils must be covered daily during the wet weather period, October 0l - May 3lSurface to be weed- free priorto placement of compost andprepared to StandardSpecification s 0 I 040. 4 8(d)f," Compost mutch with permanentJ seed and tackifier incorporatedJ 2" compost erosion blanket usingI medium compost with tackifierII SubOradec\Dowl pw\D0367538\0s480024 FA01.DWG202210311.113:23FINAL ELECTRONIC DOCTJMENTAVAILABLE UPON REQUESlExhibit A Page 21 of 42
FBOlSHEET NO,EROSION AND SEDIMENT CONTROL PLANChecker: Matthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCIry OF CENTRAL POINTJACKSON COUNTY+EwLm.DMLCOilEXptRES: 06/30/23rEE J</6 549BPEt\0"OREGONc lNIIsEC. 1 & 2,r.375., R. 2W., W.M.(CITY OF CENTRAL POINT)ootIUJo\.ootrd)BEGIN PROJECTConst. inlet protection (Type 3)(See dwg. no. RDl0l0)Tax Lot 5OO4316 Hamrick RdIIITax Lot 6004286 Hamrick RdsTA.'PS'2+66.00IITax Lot 8004258 Hamrick RdIConst. inlet protection (Type I 0)(See dwg. no. RDI 0I 0)1268Const. sediment fence(See dwg. no. RDl040)oo+ooFlI=@ lrrr. conc. washout facilityR/WConst. check dam (Type 6)(See dwg. no. RDl006)o+HtttA.o+oo+maACLLIJ s-Oz-m-LLJ,- tllJ- ulpaiu>a,r71'9/r\I1r,1271'-?lt-c.llnst. compost erosion blanket &permanent seeding on disturbedsoil (For detail, see sht. FBoI )HAMRICK ROADD1271-+-LINEi127A12691268127AJI"PS" LINE"d\Tax Lot 1001 777 E Pine St\\\\tt"PS" 4+00frMATCH LINESEE SHEET FBO2SCALE IN FEET0 20 40ffi[11i11iiijiijil.qij"r-EI l]l.r ul::]---E-.o.....€I55T555LEGENDCompost erosion bla nketExisting contoursProposed contoursFlow directionCheck damSediment fencelnlet protectionSediment barrierConcrete wa shou t faci lityc:\DOwL PW\D0367538\05480024-FBO1-FB04.DWG2022lO3/0415:08FINALDOCUMENTREQUESTExhibit A Page 22 of 42
SHEET NO.FBO2EROSION AND SEDIMENT CONTROL PLANReviewer: Jaime JordanChecker: lVatthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IM PROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLw.DoY[.corEXptRES: 06/30/23Ler J(/+OREGON6549BPEclNc1267I12711274f-----l*1270VI-o-IVTax Lot 31004229 Hamrick RdsEC. 1 & 2,r.3t5., R.2W., W.M.(CITY OF CENTRAL POINT)Tax Lot 3000I 860 E Pine StuIIIO Cortt. check dam (Type 6)R/W127A-1269lnst. compost erosion blanket &permanent seeding on disturbed soil(For detail, see sht. FB1l )LJ127 IE PINE STREEToo+t/!ttlo-"PS" LINEoo+rovlo-oo+tno-r.tJ 8znJFrHOd!ua3H>JScim-mJ-;r-gJ-OG-m-t-----ts-1271R/W.64Tax Lot 100I 777 E Pine StSCALE IN FEET20 40LEGENDCompost erosion blanketExisting contoursProposed contoursFlow directionCheck damSediment fenceSediment barrierl::]..€...o#995959c:\Dowl PW\00357538\O5480024_FBO1 FBO4.DWG2022103/U10:01FINAL ELECTRONIC DOCIJMENTAVAILABLE UPON REQUESTExhibit A Page 23 of 42
FBO3SHEET NO,EROSION AND SEDIMENT CONTROL PLANReviewer: Jaime JordanChecker: ldatthew PhillipsDesigner: Austin ZavalaDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYfoEwLw,Dom.cotEXPIRES: eU19121rtE J(/aOREGON6549BPEclN€V-b-IVsEc. 1 & 2, r.315., R, 2W., W.M(CITY OF CENTRAL POINT)Const. check dam (Type 6)@ contr. sediment fenceTax Lot 2900I 860 E Pine StTax Lot 2700I 780 E Pine stConst. aggregate construction entrance (Type I )(Seedwg. no. RDl000)R/Wlnst. compost erosion blanket & permanent seedingon disturbed soil.(For detail, see sht. FBol )\R/WItt-1267Const. inlet protection (Type 4)(Seedwg. no. l0l5):\.P.S'' L/NE1269E PINE STREETEND PROJECTN LIJ2ZLlIh-H6@-HgSTA. 'PS' 10+05.39oo+N>tnCLoo+€vlCLoo+o)ano-oo+odvlq-oo+F{V'o-=SD--12671266_1265___J_R/W12641263Tax Lot 100I 777 E Pine StSCALE IN FEETo20 40I2681268IH...o.#Iq95959LEGENDConstruction entranceCompost erosion blanketExisting contoursProposed contoursFlow directionCheck damSediment fencelnlet ProtectionSediment barrierc\DowL Pw\D0367s38\05480024 FB01 FB04.DWG2022/03/M1O:16AVAILABLE UPON REQUESTExhibit A Page 24 of 42
FBO4SHEET NO.EROSION AND SEDIMENT CONTROL PLANChecker: ManhewPhillipsDesigner: Austin ZavalaDrafter: lim BehlingPINEAND HAMRICKI NTERSECTION IM PROVEMENTSCIry OF CENTRAL POINTJACKSON COUNTYCEwLffi.DOB.COt</rEE Jo+aEXPIR ES:06/30/236549BPEolNeOREGON_o-o-IIIoo+r-{oFlIsEC. 1 & 2,r.375., R. 2W., W.M.(CITY OF CENTRAL POINT)qqITax Lot 33004173 Hamrick RdI)(JcroO Cortt. inlet protection (Type l0)_-d;;4999 Biddle Rd"H" LINE"H" LINE127 1+\ooo\sootuJJoodtFt,rJultFU'LilzduJ\SStoo+rOo-==<9t- L!'f' nya=IoF2loo+ItloF{_-1271- =oILrhgr!F6'aorO+oouJz=IOFoo+rnoF'IToo+htoF{Ioo+sfoFlI1127127 1UJula127 11271HAMRICKROAD1271lu^I- - -R/wTax Lot il004229 Hamrick Rd(Tax Lot 3400414l Hamrick RdTax Lot 8004000 Hamrick Rd\21.+1273-#1272-HAMRICKROAD1272Tax Lot 3600Hamrick RdSCALE IN FEETCONCRETE ENTRANCEREDDAWAY TRUCKINGCONCRETE EXIToo+IrtoFlIoo+!ooIUI:Ad9F; (/)Huz=IoFREDDAWAYTRUCKNG/272,gl,,,,,,,,,,.,,,,,,, R/W,,,,,,,,,.,,IIIl'273IIoo+(ooJ:Eoo+oFlF{I=/oo+OlOFlI:oo+ooJIoo+t\oJI1 2721269Tax Lot 34004141 Hamrick Rd@o20 40127AffiLEGENDConstruction entranceCompost erosion blanketExisting contoursProposed contoursFIow directionCheck damSediment fencelnlet ProtectionSediment barrierH...o.#595999DOCUMENTc:\DowL Pw\D0367538\05480024-F801-FB04.DWG2022/O3/U1O121AVAILABLE UPON REQUESTExhibit A Page 25 of 42
SHEET NO.HAOlDRAINAGE DETAILSReviewer: Jaime JordanChecker: 8en WewerkaDesigner: Abigail HaleDrafter: Jim BehlingPINEAND HAMRICKI NTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYfoEwLlvlw.Dom.coMEXPIRES: 06/30/22olN14,OREGON791 31I2"-29',6'- 6',A-d-ISta. "P5" 09+39.1, 30.09'Rt.Type "D" inlet, mod.Rim: 1263.84F.L. out 6" (SE): 1262.93FIow spreader50'spacing(For details, see sht. HA02)Sta. "P5" 09+33.6, 28.37'Rt.Type "D" inlet, mod.Rim: 1264.50Riprap pad (Class 50)For details, see sht.HA02)Rim: 1263.84'_ _F.L. in 6" (NW): 1262.90F.L. out I 2" (S): 1263.01Top of swaleILim.its of gradinglnvert:1262.93'oobend, 6"+-#-Trench resurfacing$ Exto. tSfa. "PS" 09+39.1, 30.09' RtINLET DETAILSSCALE:1"=2'_8--2" waterline+o)U)(LSta. "PS" 9+32, 0.7' Lt.Manhole, 72" diam., overRim: 1268.30+ettg. se*. !(h+,,P5" LINEol')+€a&Rim: 1264.50'L in 12" (N): 1262.90F.L. in 36"(E): l26l.12F.L. out 36" (W): l26I.l2SWALE PLANSCALE:1"=20'4" waterquality depthI 0 year elevation: I 264.38'Extg.groundlnvert:1262.90'lnvert:6" cap 3.5"orifice drill o.c.t 263.0r'6" cap3.5" orificedrill o.c.Sfa. "PS" 09+33.6, 28.37' Rt.OVERFLOW INLET DETAILSSCALE:1"=2'AggregatesubbaseCrade breakSl. I :5Erosion controlmatting, Type E18" waterquality mixVariesI 2.O' Is.33',Note: For details not shown for modified type "D" inlets, see ODOTstandard drawing RD370SWALE CROSS SECI/ONSCALE:1"=5'ILI6" PVC\2" SDFINALc:\Dowl Pw\D0367538\05480024_HAo1.DwG2022/O3lO908:35AVAILABLE UPON REQUESTExhibit A Page 26 of 42
SHEET NO.HAO2DRAINAGE DETAILSChecker: Ben WewerkaDesigner: Abigail HaleDrafter: Jim BehlingPINEAND HAMRICKINTERSECTION IM PROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYCEwLwww.Dom-cotEXPIRES: 06/30/22€G14,INOREGON791 31.lo^iTs.0'6.2Loose riprap(Class 50)I q.o' I-+N-TRIPRAP PLANFIow spreaderboardSwale bottomlnst. top of spreaderboard l" above bottomof swale finished gradeProposed swale grading2'min.2'Toe of slopeDitch slope,/tLoose riprap(Class 50)---rNl1oI - space stakes evenly I4" min. x 4" min. x 4" min. thickconc. anchor board pad (typ.)2'nin.-t2"x2"x24" n on- p res su retreated flow spreaderanchor stake at toe ofslope (Typ.)RIPRAP SECI/ONFLOW SPREADER DETAILcr\Dowt_Pw\D0367538\05480024 HA02.DWG2022/O3/o908:38DOCUMENTREQUESTExhibit A Page 27 of 42
SHEFT NO.TS-01TRAFFIC SIGNAL LEGENDRevlewer Kevan lGntenChecker: NateSchroederDsigner: Ja@b SheltonDmfter: RebecmSnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCIry OF CENTRAL POINTJACKSON COUNry720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comEXPIRES: JUN. 30, 2022OREGONo\oDigitally2022.04.O1d\\^a75,800GINFCONTROLLERSLEGENDDETECTIONINSTALL PHASECLAMSHELL MOUINSTALL A MODEL J32S CABINET & CONTROL EQUIPMENTWTH RISER FRAME. ORIENT LOUVERED DOOR AS SHOWN,REINSTALL EXISTING ATC CONTROLLER.REMOVE AND REINSTALL EXISTING ATC CONTROLLERREINSTALL EXISTING FLIR TI X-STREAM EDGE CARD.REMOVE AND REINSTALL EXISTING FLIR TI X_STREAM EDGECARD.INSTALL (T=TYPE) STANDARD IRAFFTC StcNAL MAST ARM POLE,sEE ("POLE ENTRANCE CHART").INSTALL SPECIAL (X:NON-STANDARD) TREAIED WOOD POLE(SEE "TEMPORARY POLE ENTRANCE CHART"),INSTALL WOOD PEDESTRIAN PUSHBUTTON POST.INSTALL PEDESTRIAN SIGNAL PEDESTAL WTH FRANGIBLEBASEINSTALL (L=LENGTH) FOOT LUMINAIRE ARM.INSTALL (L=LENGTH) FOOT TRAFFIC SIGNAL MAST ARM.RETAIN AND PROTECT EXISTING TRAFFIC SIGNAL MAST ARMPOLE.RETAIN AND PROTECT EXISTING TRAFFIC SIGNAL MAST ARM.RETAIN AND PROTECT EXISTING PEDESTRIAN SIGNALPEDISTAL.REMOVE EXISTING TRAFFIC SIGNAL MAST ARM POLE ANDMAST ARM.REMOVE EXISTING LUMINAIRE ARM.INSTALL PHASE (PH:PHASE) VEHICLE SIGNAL.CONDUITSLUMINAIRESWRES AND CABLESINSTALL SHIELDED CAT6 INDUSTRIAL ETHERNET CABLE.CABINETS6h TNSTALL BASE MOUNTED SERVICE CAB|NET, 120/240 vOLr\7 METERED, FoR S|GNAL AND |LLUMINAT|0N sysriMs.JUNCTION BOXESINSTALL 17"x10"x12" (MlNJUNCTION BOX.INSTALL 30"x17"x12" (MtNJUNCTION BOX.INSTALL TANDEM 3Q"x17" x12CONCRETE JUNCTION BOXESTRAFFIC S'GNAI LEGENDD|MENS|ON) PRECAST CONCRETED|MENS|ON) PRECAST CONCRETEINSTALL (S:SIZE) INCH CONDUIT.ELECTRICAL CONDUIT (SEE SIGNAL PLAN).RETATN AND PROTECT EXIS'T|NG (S=StZr) tNcH ELECTRTCALCONDUIT.RETATN AND PROTECT EX|ST|NG (S:S|ZE) |NCH DETECTORCONDUIT.ABANDON EXISTING CONDUIT.INSTALL CONDUIT BY HORIZONTAL DIRECTIONAL DRILLING,OPEN TRENCH NOT ALLOWED.INSTALL CHANNEL (CH=CHANNEL) (N=NUMBER) BARRELFIRE PREEMPTION DETECTOR UNIi.INSTALL CHANNEL (CH=CHANNEI) FIRE PREEMPTIONDETECTOR FEEDER CABLE.RETAIN AND PROTECT EXISTING FIRE PREEMPTION DETECTORUNIT.REMOVT EXISTING FIRE PREEMPTION DE'TECTOR UNIT/e\@aRi\@/ffi\@/Fi\@/fiR\@POLESe@@@@/ffi\\t@/EF\@/Ei\@/il\@@@6D\@/a\@/a\@/a\@@/a\\9/fi\@/a\w/fi\w/a\@/n\w/fi\w(PH=PHASE) PEDESTRIAN SIGNAL WTHNT AND PUSHBUTTON WTH MOUNT.RETAIN AND PROTECT EX|STING PHASE (PH=PHASE)VEHICLE SIGNAL.RETAIN AND PROTECT EXISTING PEDESTRIAN SIGNAL,PUSHBUTTON, AND INSTRUCTION SIGN.RETAIN AND PROTECT EXISTING PEDESTRIAN PUSHBUTTON,AND INS]RUCTION SIGN.RETAIN AND PROTECT EXISTING PEDESTRIAN SIGNAL.REMOVE EXISTING VEHICLE SIGNAL.REMOVE EXISTING PEDESTRIAN SIGNAL, PUSHBUTTON, ANDINS]RUCTION SIGN.INSTALL 3-CONDUCTOR CABLE (18-3 BELDEN CABLE) FORPHASE (PH = PHASE) RADAR/VIDEO DETECTION CAM'ERA,RETAIN AND PRO]ECT EXISTING WRING.REMOVE EXISTING WRING.INS-TAL-L GALV. STEEL 5/8'' MESSENGER AND 1/4" TETHERCABLES.INSTALL 3/8'' GALV. STEEL MESSENGER CABLE,INSTALL POLY PULL LINE.|N^STALL_(N=NUMBER) NO. (G:AWG WRE S|ZE) TypE XXHWCONDUCTORSw TNSTALL (N=NUMBER) TWSTED pAtR TNTERCONNECT CABLE.f,fi] Sruqrlq AND RELoCATE EXTSING (N=NUMBER) rwsrED pAtR- IN]ERCONNECT CABLE.lE-i%l RETNSTALL EX|ST|NG (N:NUMBER) TWSTED pAtR TNTERCONNECT CABLE.INSTALL TERMINAL CABINET.INSTALL RECESSED TERMINAL CABINET.TNSTALL SERVICE CABTNET 12O/24O VOLT FOR BOTH StcNALAND ILLUMINATION CIRCUITS.INSTALL SERVICE CABINET 120/240 VOLT METER BASE.INSTALL A MODEL 536s POLE MOUNTED CABTNET ANDCONTROL EQUIPMENT.RETAIN AND PROTECT EXISTING TERMINAL CABINETREMOVE EXISTING SERVICE CABINETREMOVE EXISTING TERMINAL CABINETREMOVE EXISTING METER BASE.REMOVE EXISTING CONTROLLER CABINETSEE SIGNING PLANS FOR DETAILS ON SIGN AND ATTACHMENTTNSTALL ALUMTNUM (30"x36") "LEFT TURN YIELD ONGREEN" stGN (R1o-12).RETAIN AND PROTECT EXISTING ALUMINUM SIGN.REMOVE EXIS]ING ALUMINUM SIGN.REMOVE AND RELOCATE EXISTING ALUMINUM SIGNREMOVE EXISTING STREET NAME SIGNMISCELLANEOUSINSTALL ENCOM E-LITE 4.9 chz WTRELESS BROADBANDRADIO AND BRACKET. FINAL MOUNTING LOCATION SHALL BEAPPROVED BY ENGINEER. SEE ODOT BLUE SHEETS FORRADIO BRACKET PRODUCT INFORMATION AND SEE SHEETTS_07 FOR ATTACHMENT DETAILS.RETAIN AND PROTECT EXISTING RADIO.REMOVE AND RELOCATE EXISTING RADIO,REINSTALL EXISTING RADIO.EXISTING POWER SOURCE.PP&L PROPOSED POWER SOURCE.INSTALL OVERHEAD WRING AS REQUIRED BY POWERCOMPANY.INSTALL CONDUIT AND WRE AS REQUIRED BY POWERCOMPANY,TNSTALL BACK GUY AND ANCHOR(S).RETAIN AND PROTECT EXISTING JUNCTION BOX.REMOVE EXISTING JUNCTION BOX.ABANDON EXISTING JUNCTION BOX.GENEML NOTES1. TEMPORARY RADIOS AND ASSOCIATED WRING MUST BE INSTALLED,AIMED AND PROGRAMMED PRIOR TO ANY EXISTING NETWORKDISRUPTIONS ASSOCIATED WTH THE WORK SHOWN IN THE SIGNALPLANS. THE TEMPORARY SIGNAL PLANS SHOW THE INITIALINSTALLATION OF THE RADIOS. CONTACT JAMES WTTENBERG, ODOTREGION 3 ITS AT 971-718.7140 ANDJAMES.A.WTTENBERG@ODOT.OREGON.GOV, WLLIAM FITZGTRALD,ODOT DISTRICT 8 IRAFFIC OPERATIONS ENGINEER AT541-J45-8997 AND WLLIAM.FITZGERALD@DOT.OREGON.GOV, ANDEVAN DEPRIEST, EVAN.DEPRIEST@ODOT,OREGON.GOV, TOCOORDINATE RADIO CONFIGURATION AT LEAST TWO WEEKS PRIORTO INSTALLING RADIOS AND ANY NETWORK DISRUPTIONS. ODOT TOTERMINATE RADIO CABLE IN CABINET. SEE SPEC SECTION OO22O.O5(c) FoR DETAILS AND ALLoWED NETV/oRK DoWNTIMES.2, ACCOMPANIED BY ODOT STANDARD DRAWNGS TM45O, TM452,TM453, Tt4454, TM456, Tt4457, TM460, TM462, TM467, TM470,rM471, TM472, TM482, TM485, TM628, TM654, n/655, TM656,TM657, TM658, TM679, TM68O, AND SHEETS TS-02 _ TS-07.HEADS AND BRACKETS2 = 12"R, 12"Y, 12"c3LCF = l2"RA, 12"YA,12"GAB = ADJUSTABLE SIGNAL BRACKET ASSEMBLY WTH RAIN CAP(S)(INSIALL 1,' GALVANIZED CHASE NIPPLE)AB = ADJUSTABLE SIGN BRACKET ASSEMBLY WITH RAIN CAP(S)CAM = CAMERA MOUNTING BRACKET, PELCO PART NO. A5-0169 ORAPPROVED SIMILAR6@@,Atw@@/zFn\@/r?\w/a\@/a\@@/FE\\t@/il.\waRi\@/fi\@4D\\9,-Dh@A\ry/A\ry/@\v@/:il\t/:B-\@@/a\@/fi\@//frt\9(,@@@@@/fi\\9/a\w/fi\@/6i\\tSIGNSc/a\\dA\4!//a\\u@/fii\@@@/fii\w/il\\t/ci\@@@@" (MlN. DllvlENSlON) PRECASTWTH CONCERT APRON.FIRE PREEMPTIONTNSTALL LtcHT EMtTTING DtoDE LUMtNA|RE (SEE SpECtALPROVISIONS AND POLE ENTRANCE CHART). BOND LUMINAIRETO POLE GROUNDING TERMINAL.INSTALL PHOTO ELECTRONIC CONTROL RELAY ON POLE, ASPER STD, DWG. NO. ]\4450.MAINTAIN AND PROTECT EXISTING LUMINAIRE ARM.RETAIN AND PROTECT EXISTING LUMINAIRE.REMOVE TXISTING LUMINAIRE.REMOVE EXISTING PHOTO ELECTRONIC CONTROL RELAY,SIGNALSNETPLTNSTALL (X=NUMBER OF CABLES)(N=NUMBER) (G=AWG wRE stzE)CONTROL CABLES WTHAWG CONDUCTORS-RETATN AND PROTECT EX|ST|NG COMBINATTON RADAR/VIDEOVEHICLE DETECTION CAMERA,REMOVE AND RELOCATE EXISTING COMBINATIONRADAR/VIDEO VEHICLE DETECTION CAMERA.REINSTALL EXISTING COMBINATION RADAR/VIDEO VEHICLEDETECTION CAMERA.ABANDON EXISTING VEHICLE DETECTOR LOOP.REMOVE EXISTING LOOP FEEDER CABLE.X:\PRoJEcTS\2019\P19110{00 (cENTRAL potNT ptNE,HAMRtCK tMps)\cAD\Ts,o1.DwG2022103/291S:59FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 28 of 42
SHEEI NO.TS-02REMOVAL PLANReviewec Kevan lbntenChecker: NateSchr@derDs'rgnef, Jamb SheltonDmfter: Rebec€SnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comIs[nea]fflf;.'z,flf;ffi1EXPIRES:JUN. 30,20221Q202,<,OREGONGINE75,800REMOVAL PLANGEIGRAL lrlOTES1. ALL EXISTING EQUIPMENT NEEDED FOR 'IEMPORARY SIGNAL SHALL NOT BE REMOVEOUNTIL THEY ARE NO LONGER NEEDED FOR fiE TEMPORARY SIGNAL AND THE NEWSIGNAL SYSTEM IS ruLLY OPERATIONAL.cll{sTF[rc'nol{ ].toTE8oCONTACT JAMES WTIENBERG, ODOT REGION 3 ITS AT97 1 -718-71 40 AND JAMES,A.WTTENBERG@DOT.OREGON.GOVWLLIAM RTZGERALD, ODOT DISTRICT 8 ]RAFFIC OPERATIONSENGINEER AT 541-3.t5-E997 ANDWILLIAM.FITZGERALDOODOT. OREGON. GOV, AND EVAN DEPRIEST,EVAN.DEPRIESTOODOT.OREGON.GOV 2 WEEKS PRIOR TO ANYNETWoRK DlSRUPlloNS. SEE SPEC SECTION 00220.03 (c) FoRDETAILS AND ALLOWED NETWORK DOWNTIMES.RADIO TO BE UTILIZED FOR TEMPORARY SIGNAL.ooCOORDINATE WTH PP&1, CONTACT BEN MAUE,541-776_5482, TO DISCONNECT FROM EXISTINGPOWER.PULL BACK EXISTING COPPER IN1ERCONNECT TONEAREST JUNCTION BOX. CONTACT JAMES WTTENBERG,oDoT REGTON 5 tTS AT 971-718-7140 ANDJAMES.A.HTTENBERGOODOT,OREGON.GOV, WLUAMFITZGERALD, ODOT DISTRICT 8 TRAMC OPERATIONSENGINEER AT 541-545-8997 ANDWLLIAM.FITZGERALDOODOT.OREGON.GOV, AND EVANDEPRIEST, EVAN.DEPRIEST@DOT.OREGON.GOV 2 WEEKSPRIOR TO ANY NETWORK DISRUPTIONS. COORDINAIEWTH ODOT TO RELOCAIE AND RECONNECT EXISTINGNETWORK SWTCH. SEE TS-03 AND TS-05 FORREINSTALLATION.PROPOSED R/WPROPOSED R/WItll#rC-----lSCAIE: l' - ,lO'R/vtR/w{Hiltnxc*G-ilEaBIDDLE ROADEER/wllR/wR/wl\\IR/w\\\rI/IPINE SToorrYITEI_4bIR/wIIIII0.TFINAL ELECTRONICx:\PRoJECTS\2o19\P19110-000 {cENTRAl" POINT PINE HAMRIc( lMPs)\cAD\Ts42.DWG2022lU/o713:59AVAILABLE UPON REQUES]Exhibit A Page 29 of 42
SHEFT NO.TS-03TEMPORARY SIGNAL PLANRevlewer Kevan lGntenCheckeE NateSchroederDsigner: Jaob SheltonDBfter: RebeccaSnelllnEsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comIEXPIRES: JUN. 30, 2022Signedlffi.ei4d\\€t2ot10GINOREGON75,8002022.O4.01:50-07'00'POLE NO. li|POLE NO. T2\R/wTEMPORARY SIGNAL PLANNOHIAL PI]ASE NOTATIONCHANNEL ACHANNEL BHNE PffiETFTIONCONSTRUCTION NOTESREINSTALLED RADIO TO BE UTILIZED FOR PERMANENTSIGNAL. SEE SHEET TS-07 FOR MOUNTING DETAILS.REINSTALLED CONTROLLER TO BE UTILIZED FORPERMANENT SIGNAL.CHANNEL CCHANNEL D+{Pl.oo+cf)6i'o(EYotIII--rfIPROPOSED R,/Wlo111//-// /oll-PH8///R/wntrAffi{il<-<+ffimflnUE&,/'oo+ooFandruE<-+ BTDDLE ROADoATTACH MESSENGER CABLE TO THE EXISTING MASTARM WTHOUT DAMAGING THE EXISTING SIGNAL POLE.SEE TS-07 FOR DETAIL, PLUG HOLE AFTER USE.JPINE ST-tREINSTALLEDUTILIZED FORVIDEO/RADAR DETECTION CAMERA TO BEPERMANENT SIGNAL.CONTACT JAMES WITTENBERG, ODOT REGION 3 ITS AT97 1 -7 1 8_7 1 4Q AND JAMES.A.WITTENBERG@DOT.OREGON.GOV,WLLIAM FITZGERALD, ODOT DISTRICT 8 TRAFFIC OPERATIONSENGINEER AT 541_345_8997 ANDWLLIAM.FITZGERALD@DOT.OREGON.GOV, AND EVAN DEPRIEST,EVAN.DEPRIEST@ODOT.OREGON.GOV 2 WEEKS PRIOR TO ANYNETWORK D|SRUPT|ONS. SEE SPEC SECTTON 00220.03 (c) FORDETAILS AND ALLOWED NETWORK DOWNTIMES.RADIO TO BE UTILIZED FOR IEMPORARY SIGNAL.COORDINATE WTH PP&1, CONTACT BEN MAUE,541_776-5482, TO RECONNECT TO EXISTING POWERSOURCE,covER EXTSTTNG PEDESTRTAN PHASE 4 STGNAL HEAD(S)AND PUSH BUTTON(S).INTERCEPT EXISTING CONDUIT CONTAINING EXISTING COPPER INTERCONNECT. REINSTALLEXISTING COPPER INTERECONNICT WIRES THROUGH NEW CONDUIT PA'IH. RECONNECTEXISTING COPPER INTERCONNECT INTO RELOCATED NETWORK SWTCH. CONTACT JAMESWTTENBERG, ODOT REGION 3 ITS AT 971-718_7140 ANDJAMES.A.WTTENBERGOODOT.OREGON.GOV, WILLIAM FITZGERALD, ODOT DISTRICT 8 TRAFFICOPERATIONS ENGINEER AT 541_345_8997 AND WILLIAM,FITZGERALD@DOT.OREGON.GOV,AND EVAN DEPRIEST, EVAN.DEPRIEST@DOT.OREGON.GOV,2 WEEKS PRIOR TO ANYNETWORK DISRUPTIONS. COORDINATE WITH ODOT TO RELOCATE AND RECONNECTEXISTING NETWORK SWTCH.'ittfinEilniltR/wGENERAL NOTESTHIS REPRESENTS lHE INITIAL CONFIGURATION OF ]HETEMPORARY SIGNAL. ADD, REMOVE, AND ADJUST SIGNALEQUIPMENT AND POWER SOURCE AS NECESSARY TOACCOMMODATE DIFFERENT CONSTRUCTION ALIGNMENTS ASNEEDED. INCLUDE ALL NECESSARY EXTRA CONTROL CABLE TOOPERATE THE TEMPORARY TRAFFIC SIGNALS THROUGH ALLCONSTRUCTION STAGES.2. PROVIDE SUFFICIENT LENGTH OF WRE AND TE'IHER/ MESSENGERCABLES TO BE ADTQUATE FOR ALL STAGES AND PHASES OFCONSTRUCTION.3. REINSTALL EXISTING STREET NAME SIGNS ON TEMPORARY WOODPOSTS,//IttlR/wttlllll\\Ii\POLER/wR/w4. MAINTAIN 'TEMPORARY POWER SOURCE FOR TEMPORARY SIGNAL.COORDINATE WTH BEN MAUE, 541_776_5482.5, REMOVE WOOD POLES, SPAN WRE AND WRING ONCE PERMANENTSIGNAL IS FULLY OPERATIONAL. MAINTAIN AND PROTECT ALLO'IHER EQUIPMENT FOR PERMANENT SIGNAL.6. FLIR DE'TECTOR UNITS TO BE CALIBRATED IN THE FIELD BY THEENGINEER. CAMERA SHALL BE AIMED TO ACHIEVE THE MAXIMUMDETECTION ZONE.POSSIBLE CIVEN FIELD CONDITIONS. PROVIDEENGINEER AT LEAST 14 DAYS, NOTICE PRIOR TO RADARPROGRAMMING/SETUP.0 7.5SCALE: 1" = 30'6<.5FYtI5l2(-t-wt,----\--'+,|8A.-ri .II ---)>ItllYOLAI I_Jl44il--> Prc)P'E=+PH4):-\',.1(-PH+x:\PRolgCIs\2019\P1911G000 {cENTRAL PoINT PINE-HAMRIcK lMP5)\CAD\TS{3,DwG2022/O4lur74:O2FINALUPON REQUESTExhibit A Page 30 of 42
SHEET NO.TS.O4TRAFFIC DFTAILSReviewef, Kevan KantenChecker NateschroederD6igner: Jamb SheltonDmfter: Rebec€SnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comID isirally s i gx e 0fi1."d.r"!f,ffi 1EXPIRES: JUN. 30, 2022Nq5cOREGONo10+de\\75,800GINF3027EX3T5WPXTS-033027EX2T4WPXlTi-0332.532.5T4T5WPXTS-0333.53{r.5T2T4WPXTS-032814T2T3PPXTS-033333T1T2WPXTS{31S'28EX1T1WPXTS-03CABLE.AH"{TO} POLECABLE,AH''FROM POLEPOLENO.(ro)POLENO.(FROM)WPE(FROM)DWG.NO.SeerM452TYPEandTM4550018002700PHOTOELECTRICCELLTRAFFICSIGNALDEG.SERVICE CABINEIAND METERDEG. SERVICETERM.CABINETDEG.PED.PUSHBUTTONDEG.PED.SIGNALDEG.EQUIPMENT ON POLE249-v,238.5tr209.5v,172v3t ctrD8D7D6D5D4D3D2D1EQUIPMENT ON SPAN WIRE(Length in Feet and EquipmentType)53350iltLED35180't5VIDEOiRADAR-RADIO*WATTAGETYPETYPEMOUNTINCHEIGHTARMDEG.ARMLENGTNLUMINAIRES1 FIXTURETEMPORARY POLEENTRANCE CHARTTEMPORARY SIGNAT DETAILSMESSENGER CABLE MOUNT:V2 = TRAFFIC SIGNAL TYPE 2, MESSENGER CABLE MOUNT (SEEV3LCF= TRAFFIC SIGNAL TYPE 3LCF MESSENGER CABLE MOUNTsTD. DWG. TM4s6)(SEE SID. DWG. IM456)MISC.ITEMS:FIELD OF VIEWWPX =PPX :ryEx# =F|RE PREEMPTTON (SEE STD. DWC. rM4s6)WOOD POLEWOODEN PEDESTRIAN SIGNAL POSTWOOD STRAIN POLE NUMBEREXISTING SIGNAL POLE NUMBERaoaDISTANCE MEASURED IN FEET FROM END OF LUfuIINAIRE ARMFIELD OF VIEW3_CONDUCTOR CABLE (BELDEN1 8-3)'€*.''o.(a.%NORTH ARROW AS IDENTIFIED ON THEDRAWING SPECIFIED IN THE CHARTNOTE:INITIAL CONFIGURATION OF SIGNAL SHOWN.MOUNTING BRACKETLUMINAIRE ARM LOCATION27o,WEATHER TIGHT CABLE ENTRIESq oF PEDESTRIAN HEAD -WRE AND STRAND VISETION90.NOTE:EQUIPMENT SHOWN ON ORIENTATION DIAGRAMIS CLARIFICATION OF ANGLES OF EQUIPN4ENTTHAT MAY BE LOCAIED ON A PEDES]RIANPEDESTAL OR VEHICLE PEDESTAL.oRADARA/IDEO DETECTION CAMERANoI3,(.r\w.ro'LUMINAIRE ARM MOUNTq 0F PTDESTRTAN HEAD@oooo..stsv,a$.'v'PEDESTRIAN PEDESTAWEHICLE PEDESTALNoo(GuORIENTATION DIAGRAMDEGREES MEASURED CLOCKWISE FROM NORTH ARROWoSPAN WRE AND STRAND VISELOCATIONNOTE:EQUIPMENT SHOWN ON ORIENTATION DIAGRAMIS CLARIFICATION OF ANGLES OF EQUIPMENTTHAT MAY BE LOCATED ON STRAIN POLE.oSTRAIN POLE ORIENTATION DIAGRAMX:\PROIECTS\2019\P1911O,OOO (cENTRAL PoINT PINE,HAMRIcK IMPs)\CAD\Ts-o4.DwG2O22/O3/3709:55FINAL ELECTRONIC DOCUMENlAVAILABLE UPON REQUESTExhibit A Page 31 of 42
SHEEI NO.TS-05SIGNAL MODIFICATION PLANChecker Nate SchroederD*igner: Jamb SheltonDmfter; Rebec€SnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comID isital ly s isne dffi";.?9'z_3?9o4o9 1EXPIRES: JUN. 30, 2022OREGONo1075,8004d\\GINFNETRI////NETNETNETPLNETPLS'GNAL MODIFICATION PLANR/w6<<___\_sFy-)52tvIV-------+-----\ ->1I ->V4 I3FY I3YoE-l.oo+00I,lEXtSTtNCPOLEPOLE NO.2sTA. 03+98RT)\PROPOSEDR/wIPFIIAL PHA# TTA|ION- qcllOPH4R/wf<-CHANNEL ACHANNELB CHANNELCnffi PnEEUrnot'tCHANNEL D<-&l*trlENO.4<-STA.03+55 (rLT)CONSTRUCTION NOTESHI{ES+ooFfitttGPS-Bil<IBIDDLE ROADCONTACT JAMES WTTENBERG, ODOT REGION J ITS AT971-718-7140 ANDJAMES.A.WITTENBERG@DOT.OREGON.GOV, WLLIAMFITZGERALD, ODOT DISIRICT 8 IRAFFIC OPERATIONSENGINEER AT 541-345-8997 ANDWILLIAM,FITZGERALD@ODOT.OREGON.GOV, AND EVANDEPRIEST, EVAN.DEPRIEST@ODOT.OREGON.GOV AT ODOTAT LEAST 2 WEEKS PRIOR TO ANY NETWORKDISRUPTIONS. SEE SPEC SECTION 00220.03 (c) FORDETAILS AND ALLOWED NETWORK DOWNTIMES.MOUNT RADIO FACING THE RADIO AT ADJACENTINTERSECTION TO THE WEST. FINAL MOUNTINGLOCATION SHALL BE APPROVED BY ENGINEER.MOUNT RADIO FACING THE FUTURE RADIO BEINGINSTALLED AT ADJACENT INTERSECTION TO THE NORTH.FINAL MOUNTING LOCATION SHALL BE APPROVED BYENGINEER,COORDINATE WITH PP&L FOR PERMANENT SERVICECONNECTION. CONTACT BEN MAUE, 541_776_54A2, TORECONNECT TO NEW POWER SOURCE.REINSTALL EXISTING COPPER INTERECONNECT WRES THROUGHNEW CONDUIT PATH. RECONNECT EXISTING COPPERINTERCONNECT INTO RELOCATED NETWORK SWTCH. CONTACTPINE ST03+61 (3.6'Jrn*+m*xarurInllFM+t+oilHfiNilR/wI/71/tJAMES WTTENBERG, ODOT REGION 3 ITS AT 971_718_7140R/w AND JAMES.A.wTTENBERG@oDor.oREGoN.cov, wtLtAMFITZGERALD, ODOT DISTRICT 8 TRAFFIC OPERATIONS ENGINEERAT 541-345-8997 AND WLLIAM.FITZGERALD@ODOT.OREGON.GOV,AND EVAN DEPRIEST, EVAN.DEPRIEST@ODOT.OREGON.GOV 2WEEKS PRIOR TO ANY NETWORK DISRUPTIONS. COORDINATEWTH ODOT TO RELOCATE AND RECONNECT EXISTING NETWORKSWTCH.EXISTINGlt\\\Filll0 7.530IPOLE NO.7SCALE: 1' = 30'POLE NO. IEXISTINGR/w+pw)Pi{z-.--tIt:---'-TH6(-PH1+la......-tIt*PH3 PH8R/wX:\PRolErrs\2019\P19110-000 (CENTRAL polNT ptNE-HAMRtcK rMps)\CAD\T5-05.DWG2022/04/0714:02FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 32 of 42
SHETT NO.TS-O6TRAFFIC SIGNAL DETAILSReviewer Kevan lGntenCheckec NateSchr@derD6igne( Jasb SheltonDratter: Rebec€SnellingsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.d ksassociates.comtD i gi tal ly siene d?iif;.?3119f6P 1EXPIRES: JUN. 30, 2022\oOREGON2Otd'?\\r75,800INEXPPrs-059EXPPTS-05IEXPPIS-057EXMPTS-056EXMPrs-055PPrs-054PPrs-053SMTLrs-052EXMPTS-051TYPEDWG.NO.POLENO.SeeTM457 &TM655 thruTM658EX/EXEX/EXEX/EXEXEXEXEX/ EXEXEXEX/ EXEX/ EX0o9090270180270EXEXEX/ EXRADIOSIGNDEG,PHOTOELECTRICCELLTERM,CABINETDEG.PUSH-BUTTONDEG.PED.SIGNALDEG.EQUIPMENT ON POLEEXEX75EXD8D7D6D5D4D3D2D1ARMEQUIPMENT ON MAST ARM(Length in Feet and EquipmentType)135LEDEXEXEXEXEXEXEX135LED&01519'**6EXEXON ARMWATTAGEFIXTUREryPEIIOUNTINCHEIGHTARMDEG.ARM-ENGTHREQUIBEDFOUNDATIONDEPTH.UUNUAIUl\DESIGNN0.LUMINAIRESMISC.N EQUIPFOUNDATIONINFORMATION(See Std. Drg. TM628.)POLE ENTRANCE CHARTPOLE ENIRANCE CHARTNOTES:* : REFER TO STANDARD SPECIFICATI0N 00921 FOR FOUNDATIONDETAILS**= REQUIRED FOUNDATION DEPTH BASED ON GEOTECHNICAL REPORT(HAMRICK ROAD SIGNAL POLES GEOTECHNICAL INVESTIGATION, BYMATTHEW MASON AND DAVID RUNNING (FOUNDATION ENGINEERING,rNc.) DATED APR|L 2022, PROJECT NO.-2211114)BRACKET MOUNTD7 D8q oF vEHlcLE S|GNAL HEADD5D690'q OF PEDESTRIAN HEADD3tD4V2 = TRAFFIC SIGNAL TYPE 2, ADJUSTABLE BRACKET MOUNT (SEE STD. DWG. Tt/462)VSLCF : TRAFFIC SIGNAL TYPE 3LCF, ADJUSTABLE BRACKET MOUNT (SEE STD. DWG. TM462)SA : SIGN. 24'' X 30" ALUMINUM W/ ADJUSTABLE BRACKET MOUNT (SEE STD, DWG, TM462)D2"A" Dlq0F ARM "_180.MISC. ITEMSF : FIRE PREEMPTION (SEE STD. DWG. TM450)SNS : STREET NAME SIGN. ALUMINUM WTH MAST ARM MOUNT (SEE STD. DWG. TM679)CAM = FLIR TRAFIRADAR VIDEO/RADAR DETECTION CAMERAR = RADIOEX : EXISTINGEXMP : EXISTING MAST ARM POLEEXPP = EXSITNG PEDESTRIAN PEDESTALPP = PEDESTRIAN PEDESTAL Atooo(Gt\THE NORTH ARROW SHOWN RELATES TO ZERO DEGREES ONPEDESTRIAN AND VEHICLE SIGNAL POLES. DEGREES SHOWNIN THE POLE ENTRANCE CHART SHOW THE DEGREES CLOCKWSEFROM PLAN SHEET NORTH ARROW (ZERO) T0 EQU|PMENT LOCATEDON THE POLE.NOIL:EQUIPMENT SHOWN ON THE ORIENTATIONDIAGRAM IS AN EXAMPLE OF DISTANCE ANDANGLES OF EQUIPMENT THAT MAY BELOCATED ON A MAST ARM OR SIGNAL POLEoUTzdFaUoULodMAST ARM POLE ORIENTATION DIAGRAMq oF PEDESTRTANNEOUIPMENT SHOWN ON THE ORIENTATION DIAGRAMIS A CLARIFICA]ION OF ANGLES OF EOUIPMENT THATMAY BE LOCATED ON A PEDESTRIAN PEDESTAL ORVEHICLE PEDESTAL,IIcOFPEDESTRIHEADANPEDESTRIAN PEDESTAL / VEHICLE PEDESTALORIENTATION DIAGRAMX:\PROJECTS\2019\P19110-000 (CENTRAL POINTPINE HAMRICK IMPS)\CAD\TS{6.DWG2O22/0410113:03AVAILABLE UPON REQUESIExhibit A Page 33 of 42
SHEEI NO.TS-07TRAFFIC SIGNAL DETAILSReviewer Kevan lGntenChecken NateSchroederDesigner J86b SheltonDElter: Rebec€SnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCIryOF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comID i gital ly s ien"{?fLi,.?3'ffi 'EXPIRES: JUN. J0, 2022OREGONoN4a,e\\^a75,800GtNFTRAFFIC S'GNAL DETAILSRADIO, AIM TOWARDS RADIO INSTALLED AT ADJACENT INTERSECTIONSEE RADIO i\4OUNT|NG DETAIL BELOW.FLIR IRAFIRADAR, AIM TOWARDS ONCOMING TRAFFIC. SEECABINET PRINT FOR DETAILS.2',-0'SEE SIGNAL PLANSMAST ARM3- CONDUCTORCABLES (18-3MOUNTING BRACKET. REINSTALL USING EXISTING CAMERA MOUNTLUMINAIRE ARMBELDEN)RADIO N4OUNTING BRACKETWEA]HER TIGHT CABLE ENTRIESRADIO MOUNTINC TO LUMINAIRE ARM OR MAST ARMNO SCALEVIDEO/RADAR DETECTION CAMERA MOUNTING TO MAST ARMNO SCALEPOLE BONDING LUGREMOVABLE RAINTIGHT POLE CAPSET SCRET (3/4,, DIA. X REO.D. LENGTH) INSTALL SHOULDEREYE TIGHT AGAINST THE FACE OF THE POLECURVED WASHERS ON ROUND POLES, FLAWASHERS ON MULTI-SIDED POLESWRE (# 6 S'TRANDED COPPER)PRIMARY MESSENGER CABLE1" MtN. - 2" MAX.(LONGEST SPAN ON TOP)WEATHERPROOF CAPREMOVE EXCESS PIPE 6'' MAX.EXTENSION ABOVE TOP BRACKETLOCKPIPE 3 FT. IN LENGTH. MOUNTPIPE PERPENDICULAR TO MASTARM. SEE NOTES 2 & 3.HEXTIES(6" SPACTNG)"E")BRACKETBONDING(SEE DETAILCONTROL CABLESDRILL AND TAP 1" DIAMETER HOLE.REPAIR HOT-DIP GALVANIZED SURFACEWTH SPRAY OR BRUSH ON COATINGCONTAINING 95% ZINC CONTENT.EYEBOLT FOR SECONDARYSPANSTRAINPOLECABINETRADIOSEE NOTE 1(oRrENrSHOWNASONSIGNAL POLE MAST ARM.PLANS)M ESSENC ER CABLE CON NECTIONGRIP, SEE NO'TE 3.NO SCALEREMOVE EXCESS PIPE 6,' MAX.EXTENSION BELOW BOTTOM U-BOLTPROVIDE ADEQUATE SLACK FOR DRIPLOOPS, POSITIONING, AND ADJUSTMENTCORD GRIPS INSTALLED ON BOTTOM OF POLE,TYP. SEE CABLE ROUTING DETAIL RIGHT.RADIO CON]ROL CABLE, COIL AND STOWIN CABINET FOR AGENCY TO TERMINATE.RADIO MOUNT WTH CABLE KIT, SEE ODOTBLUE SHEETS FOR PRODUCT INFORMATION.RADIO MOUNTINC DETAILNO SCALEGENERAL NOTES:1. PROVIDE ADEQUATE SLACK FOR DRIP LOOPS, SENSOR AIMING AND ADJUSTMENT.2. SECURE LOOSE CABLES WTH UV RATED TIED SPECIFIED PER THE ODOT OPL.SPACE TIES NO MORE THAN 3 FT. APART.3. TNSTALL RADTO ON POLE(S) AS SHOWN ON TS-05NQTES;1. COORDINAIE AIMING WI]H ENGINEER,2. TNSTALL 1-1/2 tN. DtA. 6061-T6 SCH. 40 ALUMTNUM ptpE.3. CORD GRIPS SHALL BE TYPE 516 SST BODY, WATERTIGHT, W]H NYLON BUSHING ANDBE UL514B LISTED, SIZED AS NEEDED. PROVIDE A SiNGLE CORD GRIP FOR EACH CABLE.X:\PRolEcts\Z019\P19110-000 {CENTRAL POINT PIN€'HAMRIcK lMPs)\cAD\Ts{7.DwG202210312916:07FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 34 of 42
TS-08SHEET NO.GEOTECHNICAL DATAReviewer; Matt Mason, P.E., G.E.Checkel Br@ke Running R.G., C.E.c,Dsignel Dave Running, P.E,, G.E.Draften Mdis GoldbergPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYI IFOuDATtOil E\tqtElr\G NC. nfiliffi*^si5- PRorEFIolraL cEoTEcHMcaL snhucus ffi ,S,ll#:;ffDIcITALLY SIGNED 2022,s.s I ls;30 {7'm'RENEWS: 12-31 -2022\9INORECON62647PE-'ao-AUNIT DESCRIPTIONGravelly SILT (ML); brown and iron-stained, low plasticity, damp, medium stiff, fine tocoarse angular to rounded gravel, (fill).CLAY (CH); grey-brown and iron-stained, high plasticity, moist, stiff to very stiff,(alluvium).Sta. 4+0646.9'Rt.Sandy SILT (ML); brown and iron-stained, Iow plasticity, damp, stiff, fine sand,(alluvium).SAND, some silt, trace to some gravel (SP-SM); brown, low plasticity silt, damp to wet,medium dense, fine to coarse sand, fine to coarse subrounded gravel, (alluvium).--Sandy GMVEL, trace silt (GP); brown, wet, very dense, fine to coarse sand, fine tocoarse subrounded to rounded gravel, (olluvium).oo+lOa(LFtrIq GMVEL, some sand and silt (GP-GM); brown, low to medium ptasticity sitt, wet, veryI rY. .i, j dense, fine to coarse sand, fine to coarse subrounded to rounded gravel, (alluvium).E. PINE STREETBIDDLELEGEND/+/\\ldt<toItlvloIE.:>iot:LI tsH-3-2Ceotech Test Boring (BH)Standard Penetration Test (SPT)N-valueShelby Tube Sample\dPLANExisting groundEl. t 270.3r 2/20/2tat "PS" line1275cco(!oIU12701265126012551250124512401235GENEML NOIESiL Elevations are based on North American Vertical Datum I 988 (NAVD&|).2. I'Contour lnterval,3. Geotechnical data shown on this drawings are a consolidation of information and/orrevision in terminology from the drill logs. The drill logs used in compiling this drawingare available upon request, Contractor shall refer to the geotechnical report and drilllogs information herein.4. ln accordance with ASTM Dl 586-84, N-values are reported for an interval of I ft.except as noted.5. Refer to the ODOT Soil and Rock Classification Manual (I 987) for a description of theterms used on this sheet.6. Borings were sampled with a hammer efficiency of 78%.12303+004+00PROFILEHorizontal Scale: 1" = 60'Vertical Scale: 1" = 15'il5464246519sH-3-4t69sH-3-211C:\DOW[-PW\D03 57538\05480024_T5-08.DWG2022lO3Br12126FINAL ELECIRONIC DOCUIiIENTAVAILABLE UPON REQUESTExhibit A Page 35 of 42
SHEFI NO-ss-o1LEGENDChecken Nate Schr@derD6igner Jmb SheltonDmfter: Rebec€SnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comID i gital ly Si gn edffl;';.'?"!'?ffi 1EXPIRES: JUN. 50, 2022OREGONo\o75,8004<'a\\GINESTRIPING LEGENDINSTALL 8'' WHITE LINEINSTALL 4'' WHITE BROKEN LINEINSTALL 4,' WHITE LINEINSTALL 4" WHITE DOTTED LINEINSTALL 8,' WHITE DOTTED LINEINSTALL STANDARD CROSSWALKINSTALL STAGGERED CONTINENTAL CROSSWALKINSTALL 4'' WHITE DOTTED LINEINSTALL,'ONLY" (WHITE)INSTALL BIKE MARKING (WHITE)INSTALL GREEN SUPPLEMENTAL BIKE LANE DOTTED (GREEN)INSTALL GREEN SUPPLEMENTAL BIKE LANE SOLID (GREEN)INSTALL LEFT TURN ARROW (WHITE)INSTALL LEFT TURN STRAIGHT ARROW (WHITE)INSTALL LANE REDUCTION ARROW _ RIGHT LANE ENDS (WH E)INSTALL RIGHT TURN ARROW (WHITE)INSTALL RIGHT TURN STRAIGHT ARROW (WHITE)INSTALL NARROW DOUBLE NO_PASSINSTALL WHITE TRANSVERSE SHOULDER BARS AT 20, SPACINGINSTALL 1' WHITE STOP BARSIGNING LEGENDMAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORTMAINTAIN AND PROTECT EXISTING SIGN (N) AND (M) SIGN SUPPORTINSTALL NEW SICN (N) ON NEW (M) SIGN SUPPORTINSTALL NEW SIGN (N)REMOVE EXISTING SIGN (N) AND (M) SIGN SUPPORTREMOVE EXISTING SIGN (N) AND PROTECT EXISTING (M) SICN SUPPORTREMOVE AND SAVE EXISTING SIGN (N) AND REMOVE EXISNNG(M) SIGN SUPPORTREINSTALL EXISTING SIGN (N) ON NEW (M) SIGN MOUNTN = SIGN NUMBERM = MATERIALSMATERIAL OPTIONS:ST = PERFORATED S]EEL SOUARE TUBE SIGN SUPPORTSP = SIGNAL POLE MOUNTMA = MAST ARM MOUNTW = WOOD POSTOREGON STANDARD DRAWINGSSIGN INSTALLATION DETAILSMISCELLANEOUS SIGN PLACEMENT DETAILPAVEMENT MARKING STANDARD DETAIL BLOCKSPAVEMENT MARKING STANDARD DETAIL BLOCKSPAVEMENT MARKING STANDARD DETAIL BLOCKSPAVEMENT MARKING STANDARD DETAIL BLOCKSRAIL CROSSING PAVEMENT MARKINGSPAVEMENT MARKERSRAISED PAVEMENT MARKERS: FREEWAY MEDIAN CROSSOVERRECESSED PAVEMENT MARKERSDURABLE PAVE|,IENT MARKINGS METHOD 'A' & METHOD 'D' SURFACE INSTALLED PROFILEDDURABLE & HIGH PERFORMANCE PAVEMENT MARKINGS SURFACE & GROOVE INSTALLED NON_PROFILEDIN]ERSECTION PAVEMENT MARKINGS (CROSSWALK, STOP BAR & BIKE LANE STENCIL)TURN ARROW MARKING DETAILSMEDIAN AND LEFT TURN CHANNELIZATION DETAILSFREEWAY ENTRANCE RAMP PAVEMENT MARKINGSFREEWAY EXIT RAMP PAVEMENT MARKINGSALIGNMENT LAYOTJT: GENERALALIGNMENT LAYOUT: LEFT TURN LANE, CEN.TERLINE & MEDIANS3 SECOND WND GUST MAPEXTRUDED ALUMINUM PANELSSIGN ATTACHMENTSSIGN MOUNTSSIGNAL MAST ARM STREET NAME SIGN MOUNTSSIGNAL POLE MOUNTSPERFORATED STEEL SQUARE TUBE (PSST) SIGN SUPPORT INSTALLATIONPERFORATED STEEL SQUARE TUBE (PSST) ANCHOR FOUNDATIONIIIItrIDtrtrtrIItIItrtrItrIIIIIIIITM20OrM201TM5OOTM501TM502TM503T\,1505lt 515Tt\i|516TM51 7TM52O]l'/521r}/530TM531TM5J9Ttil547TM551TM56OTM561T1',,1671TM675TM676rM677TM679TM68Olr'/681TM687@AN\UA\irlo/RxN\\U,ffi\w/GN\\EZ,rRrN\\qJACKSON COUNTY STANDARD DRAWINGSI JCRD1O2 SIGN POST INSTALLED IN SIDEWALKI JCTMsOO ODOT DRAWNGS TRAFFIC 5OO - PAVEMENT MARKINGGENERAL NOTES:1. REMOVE EXISTING PAVEMENT MARKINGS THAT CONFLICT WTH THIS PLAN BY METHODAPPROVED BY THE ENGINEER,2. MATCH POINTS TO EXISTING STRIPING AND STATION CALL_OUTS ARE APPROXIMATEAND SHALL BE FIELD VERIFIED.5. ALL PERMANENI PAVEMENT STRIPING SHALL BE THERMOPLASTIC, EXTRUDED SURFACE,AND PROFILED, SEE SECTION 00865 IN SPECIAL PROVISIONS.4. ALL PAVEMENT MARKINGS AND STOP BAR SHALL BE TYPE B_HS.5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHOWN IS APPROXIMATE AND SHALL BLFIELD VERIFIED.6. THE LOCATIONS OF SIGN INSTALLATIONS SHOWN ARE APPROXIMATE WTH EXACTLOCAIIONS TO BE DETERMINED IN IHE FIELD,7. INSTALL SLEEVE FOR SIGNS LOCA]ED WTHIN SIDEWALK AREAS. SLEEVE MATERIAL TOBE APPROVED BY THE CITY, PRIOR TO INSTALLATION.S'GN'NG AND STRIPING LEGENDC:\U5ERS\KIARA.DRA(€\DESKTOP\WORKING!ENNING5\SS-O1.OWG2O2u03h015:58FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 36 of 42
SHEEI NO.ss-o2SIGNING AND STRIPING PLANReviewer: Kevan KantenChecker: NaieSchr@derDsigne. Jamb SheltonDrafter: RebecmSnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITYOF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comIEXPIRES: JUN. 30, 202210Digitally2022.04.0',1,?<'f\\2o75,800GIN€OREGONt12'11w-2t11.5'11.5'PINE STffiMEH1J,IEEFE-11'6+00-1100I!\6BSsE,YOEI\tr8frO STRIPING4+00sTA. 100+00 trrii:offiFo+(f)IFifiksti:tr3bF-g-.4FJffiJREMOVEEXISTINGI-IITOSTA.101+51t€e-11.5',,)IIMATCHLINE STA.2+50SEE SHEET SS_03S'GNING AND STRIP'NG PLANIsTA. 2+36TOsTA.3+14sTA. 0+66TOsTA. 4+00REMOVE EXISTINGS]RIPINGsTA. 1+44TOSTA.50STA. J+73TOsTA. 5+76sTA. l+49TOsTA. 3+50PROPOSED R,/WsTA. 6+00TOsTA. 7+20sTA. 4+12TOsTA. 9+45MAINTAIN ANDPROTECT EXISTINGSTRIPINGEXTSTTNG R/WMAINTAIN AND PROTECT EXISTINGSIRIPING AND LEGENDSI+Faut=!o=10s' BIDDLE RD1'lMAINTAIN AND PROTECT EXISTINGSTRIPING AND LEGENDSEXISTING R/WMAINTAIN AND PROTECT EXISTINGSTRIPING AND LEGENDSsTA. 4+12TOsTA. 10+00lnIEXISTING R/WsTA.100+54TOsTA. 105+50sTA. 100+54TOsTA. 107+84PROPOSED R/WsTA. 100+54TOsTA.102+11EXISTING-\MATCHLINE 101+(X'SEE SHEET SS_O3CONSTRUCTION NOTES:sTA.100+54TOsTA.102+23sTA. 100+54TOsTA. 102+50MATCH EXISTING STRIPING.REMOVE CONFLICTING STRIPING.II10+00-9+00B+sTA. 6+00TOsTA. 7+20o6+r\{thuJ2JIo=omU3@.z'llMAINTAIN AND PROTECTEXISTING STRIPING ANDLEGENDSMAINTAIN AND PROTECTEXISTING STRIPINGAND LEGENDSEXISTING R/WPINE STYALE-FEfr0t0&fr4C:\USERS\KIARA.DRAKE\DESKTOP\WONKING!ENNIN6S\5S{2.DWG2022/03/1O15:58FINAL ELECTRONIC DOCUMENTAVAILAELE UPON REQUESTExhibit A Page 37 of 42
aSHEE] NO.s903SIGNING AND STRIPING PLANReviewe( Kevan KantenChecker: NateSchr@derD6igner Jasb SheltonDm{ier: Rebec6snelllnEsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociales.comlsigneaffl."6.r"$lffi1EXPIRES: JUN. 30, 2022o\o75,800'fat\\caGINEOREGONMAINTAIN AND PROTECT EXISTINGSTRIPING AND TEGENDSE.ouJoYooTEmMAINTAIN AND PROTECT EXISTINGSTRIPING AND LEGENDSS'GN'NG AND STRIP'NG PLANllIIll1lNIIsTA. 2+36TOSTA.3+14llEXISTING R/WEXISTING R,/Willlll'/\€orO+ ^,N:j<r-Fv)att "'IJI F=HJI-ao,.,Fr.r<q=HAMRICK RD0+34 -TOsTA. 1+44EXISIING R/WA. 0+66TO4+00sTA. 1+55TOsTA. 3+20REMOVE EXISTINGSTRIPINGREMOVE EXISTINGSTRIPINGEXISTING R/WsTA. 100+54TOtN_ STA.l/t+Eqr:Y<aFao+I!Uz+ol+F6=I+Elr:Y<aFa{,*lrl u=+JA9HF6=STA.00+54sTA.100+54TOSTA.102+2JTOsTA.102+50EXISNNG R/WsTA.100+54TOsTA.107+84sTA. 100+54TOsTA. 1'10+80CONSTRUCTION NOTES:MATCH EXISIING STRIPING.REMOVE CONFLICTING STRIPING.ON-- 12'I1.5b%%g%11.500+z12.5'ND1w-2LAw-2w.2OoNNYB00+t0L00+?01901HAMRICK RDNN00srA. 103+23TOsTA.107+84TSRSA2ST$llf-fEflo102030Qc:\UsERs\KIARA.DRAKE\DESKToP\woRKlNG!ENNINGS\ss{3.0WG2}22lo3l1O15:58RNAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESIExhibit A Page 38 of 42
.;ISSEF NO.s$o4SIGNING AND STRIPING PLANCheckee Nate SchroederD6igner: Ja@b SheltonDrafte( Rebec€SnellingsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTYN720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.mmD isitally s ignedffl""; u2 t:if t6?'EXPIRES: JUN. 30, 202210d+e\\2O2,OREGONGINF75,800S'GNING AND STRIP'NG PIANIsTA. 105+23TOsTA.107+84sTA. l07+84TOsTA. 110+80I\\l/\-.-:-=-I+8e:Y<aFaoFIIJ Uzi6sF6=00+ttf\sTA. 100+54TOsTA. 110+80EXISTING R/W+==-<w-2NNNL00+/01l-HAMRToK RD 00+80100+60100+01 LSCITE:FEFTototufi&c:\USERS\KIARA.DRAXE\DESKIoP\WORKING!ENNINGS\ss{4.DwG2O22l03hO15:58FINAL ELECTRONIC DOCUMENTAVAILAELE UPON REQUESTExhibit A Page 39 of 42
SHEET NO.s90sSTRIPING DETAILSReyiewer: Kevan f€ntenChecke.: NateschroederD6igner: lamb SheltonDrafter: RebecmSnelllngsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.c,omIsignedffl"";n21rjr;9t;9,EXPIRES: JUN. 30, 2022o10ade\\cL75,800GINEOREGON\-ffi+o,-l f ,.,--] | .',p...--ll-+o'---l-- 40'--tlncreasing Stationing rjI@NO-PASS LEFT4"TETIOW_TINES4" YELLOW DOTTED LINEFor lane extensions-l ,'L[- -6'4nunnCREEN SUPPLEMENTAL BICYCLE LANEDOTTED LINE EXTENSION (green)BLE-CaITColor full width of lanebetween dotted lineswhite18" whiteTGREEN SUPPLEMENTAL BICYCLE LANECRNSOLID LINE (9reen)white_l_IIVariesColorwidthI18" whiteBIKE LANE STANDARD STENCIL (whitc)Center marking within lane widthFor proportion details, see current version of Standard Highway Signs3'4"(D.D6'6'2'6'6"-LrI'WHITE BARlnstall per StanciarcfDrawiiq TM530STOP BARICenter marking within lane widthFor letter proponion details, see current version of Standard Highway SignsONLY (white)LEFT TURN STRAIGHT ARROW (whitc)For arrow Signst2'I'-L_T-illl*]z'l*i 6^,i",IPSTAGC ERED CONTI N ENTAL CROSSWALK2'WHITE BARSI n sta I I pElTt-a n dErrlD-rawi nq TM 5 3 0@varie) Fql4'YELLOW BROKEN LINE11-amILANE REDUCTION ARROW -RICHT LANE ENDS (White)For arrow proportion details, see currentversion of Standard Hiqhwav SiqnsEdge Linesa.20'\I@RIGHT TURN STRAIGHT ARROW (white)For arro ignsRSAI'_t_T-12',4'' WHITE DOTTED LANE LINEFor lane lines in acceleration/deceleration lanes3'F-r 2'---F-l 2'---ll-n'l-_ |lttl[-rRIGHT TURN ARROW (white)For arrow propffi Highway Signs'I'6'-r_rlrI'LEFT TURN ARROW (white)For anow propo@ Highway Signs68'T-6',lr,_rT-./1 4.-5'/t I min./a-- t' I,GJb- | I' r 4'----oanole orientationfo-r field layoutTRANSVERSE SHOULDER BARSI'WHITE BARS AT 20' SPACINC4"36'IJl-'olof pavementDirection of Traffic4" white edoe linlI For CenterlineNARROW DOUBLE NO-PASSTWO 4'YELLOW LINESr traversable median4"(thru traffic side r-) )4" WHITE LINEItFor lane extensions and bike lane extensions8" WHITE DOTTED LINE-l6'@2'L-I I IFor lane extensions4" WHITE DOTTED LINE-l ,'L11 -rr-''--f-''---lll'I I4'' WHITE BROKEN LINE--It8" WHITE LINE[-@STR'P/NG DETAILS'C:\USERS\KIARA,DRAKE\DE5fiOP\WORKING!ENN INGS\SS45.DWC2022/03/rO15:58FINAL ELECTRONIC DOCUMEN'TAVAILABLE UPON REQUES]Exhibit A Page 40 of 42
.t.SHEET NO.ss-o6SIGNING DETAILSReviewer: Kevan lGntenCheckef, NateSchrederDsigner Jmb SheltonDmfter: Rebec€SnellingsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCIW OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comID isital ly s i gne d fflj6.f!'ilot6?'EXPIRES: JUN. 30, 2022o1Q75,800+e2,?-GINEOREGONS/GN'NG DETAILS1 1'-0"NEXT LEFTWARMEMORIALSPEED35SPEEDLIMIT35t Centml Point I_l?'cSPEED45EAGLE POINT<-(boJM4-5(6b)TM212(6")M6-3r-)+SIGN NO. 1SIGN NO. 2SIGN NO. 3R2-1SIGN NO. 4SIGN NO. 5SIGN NO. 6SIGN NO. 7SIGN NO. 8SIGN NO- 9ENG)lmllPafilE PINE STSPEED40Lr_____l+HAMRICK RDSIGN NO. 10SIGN NO. 11SIGN NO. 12SIGN NO. 13SIGN NO. 14SIGN NO- 15SIGN NO. 16SIGN NO. 17NOPARKINGBMruEENSIGNS+NOPARK[NGEENroEENSIGNSJUSTICECOURT-\TONLY{/ONLYSIGN NO, 18SIGN NO. 19SIGN NO, 20SIGN NO. 21SIGN NO. 22SIGN NO- 23SIGN NO, 24R3-8 Mod.SIGN NO. 25R3-8 Mod.SPEEDLIMIT45SPEEDLIMIT40/-o.tt2'cSIGN NO. 26R1-5c MOD.R2- lSIGN NO. 28I NOTE:I srcrus wrrH DASHED BoRDERARE EXISTING SIGNS.r__lCENTRALPOINT/F)l6drllrafilADOPT-ASTREETPROGRAMTOBIDDLE RD ++E PINE STCENTRAL POINT 1t Centml Point I+TOE PINE STCENTRAL POINT 1+<F BIDDLE RDTOP R.C.C.-TABLEI ROCK CAMPIJS+ EAGLE POINT 9ROOKDALE D(a0DOWN]TOWNARTISAINEORRIEOR(aI{rDCIM/NTOVVNARTISANGORRIDORt&@HEREI?;IHamrick RdslcN No. 27R2-1SIGN NO. 294(aC:\USERS\KIARA.DRAK€\DEsKroP\WoRKIN6VENNINGS\5s{6 DwG2022/03l1O15:58FINAL ELECTRONIC DOCUMENTAVAILABLE UPON REQUESTExhibit A Page 41 of 42
!?lSHEET NO.s$07SIGNING DETAILSReviewer: Kevan l(antenChecker: Nate Schr@derD6igner: Jasb SheltonDrafter: Rebec€SnellingsPINEAND HAMRICKINTERSECTION IMPROVEMENTSCITY OF CENTRAL POINTJACKSON COUNTY720 SW Washington St, Suite 500Portland, Oregon 97205www.dksassociates.comID i gitauy s i gn e dfflf;.r"!f,ffi 1EXPIRES: JUN. 30. 2022OREGONo10,?a,t\\o')75,800GINEMount on existing slgn postEXEXEX29BKSt/Y36',30'EX29Mount on existing sign postEXEXEX29BKStY36',30'EX28See slgnalplans27wG21"84',100+54 LT27See signa, prans27wG21"84"4+05 LT273/ Fmm centedine24',20.0'12'.4',2-1n x 2-1n 12 sa26BKsvv48"36',2+51 RT26gFrcm centedine18"28.s',124"2x212ga25BKsl/v30'36'0+27 RT253/ Frcm centerline18"38.5'124"2 x2 12ga24BKst/y30'36',102+30 LT243/ Frcm centedine18'27.6'12'-0"2x212sa18EXEX1+50 RT186cr'swBL1s',21',6c6hslvBL24'*24',6b6asvvBL12',24'6aSee srgna, prans8',-11',6stvG10x12"21"132"3+98 Rr6YFrcm centedine24"23.s',12'4',2-1f2 x 2-1n 12 ga4BKsl/v36'30"4+82 RT4REI\,ARKS@F@tsNN=FMN.DEPTH5tLOCATIONuFFdoo-o-f,ozIon=tIt'tzEiF(,zuJzAdHo<U5a=6ErF(r^Zr1UhNNXoa0xoGN@FFoooFzo=U)zodFa=3}zUgga3<Fa0 06dN<35>OF45EACfgUJdtf,F^5Et98AJEHE@-H8toxozuofFU^EBAFa6UJ -09H:ol-dhF8aN@FFoagFzloEUJoo-JzIoFU)oILooo3SICNNO.IJJJoFzloUoFzUz=cUo-UFoUJLUdzozxUo-EFouo-EtoI'JIFFoxUIF=FoU(LEdo;cFFobN@EFFooo=zEfJ6l!ot.FXUfzElJFUUIU)oooI(LARROWSIZE2tc!NNsNob@aHEGI-fItn.WIDTHm.SGN LOCATON4t(Ti/20GTI\,1201, TI\i835)SIGNNO.LEGENDTYPEtSUB-STRATERADITJSBORDER WIDTHSGNDllriENSllfNSFOOTINGPOSTSECONDARYSIGN SUPPORTCOLOR,lS'GN'NG DETAILSSIGN & POST DATATABLE!lBK=BLACKBL=BLUEBR:BROWNFY=FLUORESCENT YELLOWC =GREENO=ORANGEP=PURPLER=REDRB=RED-BLUESW=SILVER-WHITEw=WHITEY=YELLOWYG : FLOURESCENT YELLOW-GREENZtNOTE: L,C,R ARE LOCATIONS OFPOSTS FACING THE SIGN.L = LEFT POSTC = CENTER POSTR: RIGHT POST!lNOTE: THE LOCATIONS SHOWN ARE APPROXIMATEEXCEPT FOR SPEED ZONES, SCHOOL ZONES, OBJECTMARKERS AND MILEPOST MARKERS. EXACT LOCATIONSARE TO BE DETERMINED BY THE ENCINEER1lDISTANCE FROM EDGE OF TMVEL LANE,FACE OF CURB, GUARDRAIL, OR BARRIERTO THE CENTERLINE OF FOOTING. FORADDITIONAL INFORMATION SEE STANDARDDRAWINGS TM6OO, TM6O2, AND TM635!lMINIMUM DEPTH OF FOOTINC FOR TRIANGULARBASE BREAKAWAY AND MULTI-POST BREAKAWAYINSTALLATIONS IS FOR A 2' DIAMETER FOOTING.FOR ADDITIONAL INFORMATION SEE STANDARDDRAWINGS TM6OI AND TM6O2.(GC\U5ERS\(IARA.DRAKE\DEsKTOP\WORKINGVENNINGS\5S47.OWG2022/O3/1O15:58FINAL ELECTRONICAVAILABLE UPONDOCUMENTREQUESTExhibit A Page 42 of 42