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05-0091 DOT Signed Gen Permit 120808
Washington State Department of Transportation Paula J. Hammond, P.E. Secretary of Transportation December 8, 2008 Mr. Grant Beck Community Development Manager City of Yelm PO Box 479 Yelm, WA 98597 Olympic Region Heatlquarters 5720 Capital Boulevard, Tumvrater P.O. Box 4744C Olympia, WA 98504-7440 360-357-2600 Fax 360-357-2601 TTY: 1-800-833-6388 ~wrw.wsdot.wa.yov RE: General Permit No. 47355 City of Yelm Future Yelm Loop Frontage -Temporary City Street SR 507, MP 29-680 Left Vicinity Dear Mr. Beck Enclosed is the fully executed General Permit allowing you to perform the indicated work within the state's right-of-way. Prior to beginning work on this project, please contact Maintenance Superintendent Dennis Engel, Plans Engineer of the Olympic Region Plans Office at (360) 357- 2682. No work is authorized, within the state's right-of-way until you have fulfilled this requirement. If you have any questions about this permit, please contact me at (360) 357-2736. Sincerely, Dale C. Severson, Y.E. Development Services Engineer WSDOT, Olympic Region DCS:pr DLM Enclosure cc: Dennis Engel, WSDOT Olympic Region Plans Office ~ ~ F ~ ~ ~ I] Alan Nelson, WSDOT Tacoma Maintenance, MS: WT-11 Jeannie Bailon, WSDOT Olympic Region Plans Office DEC 1 O 208 Brian Moorehead, WSDOT OR Local Programs Thurston County Planning, 2000 Lakeridge Dr SW Bldg I, Olympia, WA 98502-6045 Application for General Permit Permit No. 47355 ,Applicant -Please print or type all information Application is Herby Made For: ® General Permit (no fee) ~] General Permit 52.50 (Subject to RCVJ 47.12.140(2)) Intended Use of State Right of Way is to Construct, Operate, and Maintain a: Temporary City Street connecting with the SR 510 loop frontage at the intersection of SR 507 and the SR 510 Yelm Loop to 103rd Street. This City Street will be removed at the time of construction of the SR 510 Yelm Loop. Note: This General Permit is linked with and a part of WSDOT General Maintenance Agreement GM-01467. on a portion of State Route 507 from Mile Post 29.680 to Mile Post in Thurston County, NW 1/4 of NW 1l4ofSection 29 Township 17N Range 2 West/EastW.M. E Fees in the amount of zre paid to defray the basic administrative expense incident to the processing of this application according to RCW 47.12.140(2) and amendments. The applicapt further romises to pay additional costs incurred by the Department on the behalf of the applicant ,. -~ -. Checks or Money Orders are to be made payable to "Was ingto' a Department of Transportation". City of Yelm, WA Applicant (Referred to as Permit Holder) / Applican uthorized Signature 105 Yelm Avenue West/P0 Box 479 `~--~' -~;r3v~ ~ ~. Z~C Address Prmt or ype Name Yelm WA Director CItY Slate Zip Code Tille 36Q 458-8408 ~ / ~ Dated lhts 7'~'~ day of / c'~~ ~~~ ~~-~'~ Telephone ~~, ~l~ ~ ~~~ ~ ~ . Federal Tax ID Number or Social Security umber ~~ ~,.~=-~i3~''a. ~r-~f~,~ Authorization to Occu Oni if A roved Below ; ~° ° ~ `a ~t~~ ' The Washington State Department of Transportation referred to as the "Department", hereby grants this Permit subject to the terms and conddions stated In the General Provisions Special Provisions, and Exhibits attached hereto and by this reference made a part hereof: ConStrucGOn facllltlOS proposed under this application shall begin within one year and must be Completed within three years from date of approval. ~ ~ .( ~ ,~'~~-?"`~ ~r~~~-~,~z., ~a~ =', , For Department Use Only ~~ ~~, ~,-~~ rif `~s ~`' -,~ ~~,~- Exhibits Attached Department Approval EM~iOiIA 9R 510 E Tension P'an SM1eels Paae91-11 /i^ DALE C. SEVERSON, P.E. Title: Development Services Enoineer Date: G ~. ii ~ ~ LOOS Expiration Date: RHMPS -General Pertnil - Paga 1 General Provisions 1. The Permit Holder, its successors and assigns, agrees to protect the State of Washington, its officers and employees and save them harmless from all claims, actions or damages of every kind and description which may accrue to or be suffered by any person, persons, or property by reason of the acts or omissions of the Permit Holder, its assigns, agents, contractors, licensees, employees or any person whomsoever, in connection with Permit Holder's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance, operation, use or occupancy of the right of way or in the exercise of this permit. In case any suit or action is brought against the State of Washington, its officers and employees, arising out of or by reason of any of the above causes, the Permit Holder, its successors or assigns will, upon notice of Such action, defend the Same at its sole cost and expense and satisfy any judgement against the State of Washington, its officers, or employees: PROVIDED, that if the claims or damages are caused by or result from the concurrent negligence of (a) the State of Washington's agents or employees and (b) the Permit Holder or Permit Holder's agents or employees, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the Permit Holder or the Permit Holder's agents or employees. The Permit Holder, and on behalf of its assigns, agents, licensees, contractors and employees agrees to waive any claims for losses, expenses, damages or lost revenues incurred by it or its agents, contractors, licensees, employees or customers in connection w~;th Permit Holder's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance, operation, use or occupancy of the right of way or in the exercise of this permit against the State of Washington, its agents or employees except the reasonable costs of repair to property resulting from the negligent injury or damage to ?ermit Holder's property by the State of Washington, its agents, contractors or employees. 2. During the progress of the work, such barriers shall be erected and maintained as may be necessary or as may be directed for the protection of the :raveling public; the barriers shall be properly lighted at night. 3. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to interfere with the travel aver said road. q. If the work done under this permit intederes in any way with the drainage of the State highway, the Permit Holder shall wholly and at its own expense make such provision as the Department may direct to take care of said drainage, 5. On completion of said work herein contemplated, all rubbish and debris shall be immediately removed and the roadway and roadside shall be left neat and presentable and satisfactory to the Department. 6. All of the work herein contemplated shall be done to the satisfaction of the Department, and all costs incurred by the Department sha'~,I be reimbursed by the Permit Holder. 7. Tha Department hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this permit at any time, said change or removal to be made at the sole expense of the party or parties to whom this permit is fissured, or their successors and assigns. g, All such changes, reconstruction, or relocation by the Permit Holder shall be done In such manner as will cause the least interference with any of the Department's work, and he Department shall in no wise be held liable for any damage to the Permit Holder by reason of any such work by the Department, its agents or representatives, or by the exercise of any rights by the Department upon roads, streets, public places, or structures in question. 9. This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting other permits or franchise rights of like or other nature to other public or private companies or individuals, nor shall it prevent the Department from using any of its roads, streets, or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby surrendered. 10. The Department may revoke, amend, or cancel this permit cr any of the provisions thereof at any time by giving written notice to the Permit Holder. The Permit Holder shall immediately remove all facilities from the right of way. Any facilities remaining upon the right of way 30 days aHer written notice of cancellation shall be removed by the department at the Permit Holder's expense. 11. The party or parties to whom this permit i5 issued shall maintain at Its or [heir sole expense the structure or object for wnich [.his permit is granted in a condition satisfactory to the Department. 72. Upon approval of this permi'the Permit Holder shall diligently proceed with the work and comply with all provisions herein. t3. This permit is subject to all applicable provisions of RCW'47.32, RCW 47.40 antllor RCW 47.12.14012) and amendments thereto. Chapter 47.44 RCW, and amendments thereto. 14. The Permit Holder hereby certifies :hat the facilities described in this permit are in compliance with the Control Zone Guidelines. RAMPS -General ?ermi! -Page 2 (:C)NRtll TANlTS CIVIL: PACLAND 606 COLUMBIA ST. N.W., SUITE 706 OLYMPIA, WA. 98501 (360) 786-9500 CONTACT: MIKE BEACH, P,E. SURVEYOR: KPFF CONSULTING ENGINEERS 4200 61H AVE SE, SUITE 309 LACEY, WASHINGTON 98503 (360) 292-7230 CONTACT: TOM SWIFT, P.L.S. GEOTECHNICAI/ENVIRONMENTAL ZIPPER ZEMAN ASSOCIATES, INC. 19231 36TH AVE. W, SUITE BZO7 LYNNWOOD, WA 98036 (425) 777-3304 CONTACT: TOM JONES, P.E. 1RAFFlC: THE TRANSPO GROUP, INC. 77730 118TH AVENUE NE, SUITE 600 KIRKLANO, WA 98034-7720 (425) 821-3665 CONTACT: BRUCE HALDORS ERICH ARMBRUSTER CONTRACT OWNER/APPLICANT WAL-MART REAL ESTATE BUSINESS TRUST 2007 S.E 10TH STREET BENTONVILIE, AR 72712-6489 EXISTING LEGEND UTILITIES STORMWATER/SEWER/WATER: STATE ROUTE 510 CITY OF YELM 1C5 YELM AVENUE W YELA7, WA 98597 ENGINEERING (360) 456-8438 CONTACT: JIM GIBBON, P.E. ELECTRIC: PUGEi SOUND ENERGY 5807 MILWAUKEE AVENUE E. PUYALLUP, WA 98372 (360) 786-5924 CONTACT: MARLEEN HEGG NATURAL GAS: PUGET SOUND ENERGY 5807 MILWAUKEE AVENUE E. PUYALLUP, WA 98372 (360) 507-6810 CONTACT; CAROLYN SOETANGA TELEPHONE: YCOMM NETWORKS 106 2ND STREET SE YELM, WA 98597 1-800-441-3564 GOVERNING AGENCY CITY OF YEIAI, COMMUNITY DEVELOPMENT DEPT 105 YELM AVENUE W. YELM, WA 98597 (360) 458-3835 CONTACT: GRANT BECK DRAWING INDEX SHEET N0. DRAWING TITLE EXTENSION ~_;:~ FR-1.2 YELM, WA~3HINGTON 98597 ~ z° CH-4.0 CH-4.2 THURSTON COUNTY ~'-41 IL-5.0 IL-5.1 COVER SHEET EROSTON cDNma PLAN EROSION CONTRA DETPLS EROSION CONTRA NOTES ROADWAY AND DRAINAGE PLAN AND PROFILE ROADWAY CROSS SECTIONS AND NOTES STRIPING AND SIGNING PLAN STRIPING AND SIGNING DETAILS STRIPING AND SIGNING DETAILS ILLUMINATION PLAN ILLUMINATION DETAILS EXISTING UTiLiTY NOTE AS FlRST ORCER aF WJRK CONTRACTOR TO P01HIXE EXISTING UDUBES AND FlEID LOCATE IN P11 AREAS aF POTENTIAL IMPACT MTH NEW IMPROVEMENTS IF A CONNCT IS IDENTIF1m NOTIFY 7NE ENgNEER BIMIDIAIEtY. BENCHMARK DATA FOUND 7HURSION CWNn CQN1Ra PgNi 'lT".i2': FOUND SURFACE MON W/BRA55 CAP AT 703RD AVE S: AND CRffJ( SIREEL PgNT FAILS 23' SOUTH OF 103RD AYG SE A1A1 27 FIST OF CENTER CREST( S11tEFi, AT EASTEPo.Y EDGE OF ASPHALT. NAW 'SIB ELEVARON =341.773' FOUND THURSTON CWNTY CONTRA PgNi'764A': FOUND 25' BRASS DISC Ut SIDEWAl1C AT YELM AVE, OAtD HWS ~ PND CREIX STREET. PgNT fAU.S IN CENTER OF $IDEWAll4 (S 82E/Y) FROM SE CORNER OF TRAFFlC SIC4IAL BOX, 22' 5W FROM CENTER Cf BALD HLLiS RD AND 345' NW OF COLTER OF MORPoS RD. NAW '88 UF7ARCN =359.663' NOTE: ROADWAY OE9GN IS BASm ON NAW 1989. (NAW 'BB - 144 FEET = NGW '29) _ _ - _ -- ~- ~ ~ ~ ~~ NIUi 9150],///3/1/0, (h%CrOi IDW OM AJf j~/j ~,.RAV KEY MAP YELM. WASHINGTON WAI-MART (OUrm iECIYJN CORxC) a5 I C4CUAi(G Ox0.AIER .'G4N(R lplx9 GIIi.4tfR EDRN(R S RESEYId(f. f0U'10 S,~A' RECM W/ CFP MARKCD KErs IEZra' fOUI.'D .'~/8` RE&1P, h/ NO GP FGU 0 5~9" REL'M W/ U{' M.WKCO FOUND 3~a` IROrv PIPC W/ CnP MaRr.(9 Kw/ 13J99' SE]v/A` REd3R vi/ GP M!RKED "dELH(ER 1)E_6" IEYPoR-CP(&IICM NPkI: rzsr i s as axon SN'IhR/ SFM1YF W+~'IKKE ,wvu¢v ;(wcR arav wr YJf.'I0.M SCw'EF PU"v fniCN &lSW POLO /NCRxR iMwFF PO(C S(.fi~EE PJIC Porn rzwsrE~v"ER RECORD DRAWING NOTE AS PART OF THIS PROJECT THE CCN7RAClg2 SHAll FRONDS AT HIS F.1PfR$E PR0.ECT AS-BUILT WFORMATION TO 1HE ENGINEEP FOR ALL 1RANSPORTARCN IMPROVEMENTS AHD f~l1SKIN5 ASSDgAIm M7H 1HIS PROJECT. RECORD DRAMNCS SHP1L BE COMPLETED TO 1HE SATISFACRON OF THE an OF YELM DUAING CONSTRUC710N, THE CONTRACTOR SNAIL MAINTAIN ONE SET OF FULL 517E PANS FOR RECORD IX2AMNGS THE CONTRACTORS SUPERINIFNDENT OR AUIHOR17ED REPRFSEHTATIVE TOGETHER M7H THE qn OF YELW CONSTRUCTON INSPECTOR SHAH UPDATE 1HE PLANS MIN RECORD INFgtMARON ON A DPILY BASIS IN ACCORDANCE M1H On OF YLT.M REQUIRaAENiS THE CONIRAC70R SHALL FRONDS A COPY aF 1HE RECORD DRAMNC PLANS AND AN AS-BUILT SURVEY N ACCg2BANCE MIN qTl' Cf YE1M SPECiFlC RECORD DRAMNOS REQUIREMENTS TO 1HE ENGINEER UPON WIIPLERCN OF CONSIRE1C11DN. TRAFRC CONTROL 11iE CONTRACTOR SNAl1. BE fo:SPONSIB.E FOR ALL iRAFFlC CONTRA IN ACCONDANCE MIN hIE MOST CURRENT M.U.LCD. AND WSDOT STANDARDS THE CONIRACTgt AT HIS EXPENSE SHALL PREPARE AND SUBMIT 7RATFIC CONTRA PLANS AT THE PRECONSTRUCRON MEERNG, PPoDR lU DISRUPRON OF ANY 1RAFFlC, TRAFFIC CONTRA PLANS SHALL 8E APPROVED DY THE an OF YBM AND WSDOT. NO MMK SHALL COMMENCE UNTIL All APPROVED 7RAFFlC CONTROL B IN PLACE WORK SHALL CEASE WREN TRAFFlC CONTRA SAILS TO MEET MINIMUM REWIREMOIIS 1RAFFlC CONTRA MUST DE MAINTAINED 24 HOURS A DAY, 7 DAIS A Wg](. PPoOR TO WORT(, CCNTRACTat TO FRONDS THE NMIE AND PHONE NUMBER OF 1HE 24 HOUR 1RPFFlC CONTROL CONTACT PERSON TO THE an of YnM (NM aesat, (3so) asB-a43e) NOTE 1. CAURG! -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPEGF'~.CAILY CAURONED 1HAT P{E LOCADQV AND/OR ELEVATION CF EXISTING U7IURES AS S40Wri ON THESE PLANS IS BASED ON RECORDS OF ME VARIWS U11Utt COMPANIES AND, NHERE POSSIBLE, MEASUAEMENiS TAKEN IN THE FlEU). CONTRACTIXi TO CALL I-800-424-5555 98 HWRS PRIOR TO PLANNCD EXCAVAPOVS. 111E INFORMAi1CN IS NOT TO DE RELIED ON AS BDNG EXACT OR COAIPIEIE. THE CON1RACi0R MUST CALL 1HE APPROPRIATE U11Utt COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVARON TO REOUESL E%ACT FIELD LOCABON OF U1ILIRES. Ii SHALL BE THE RESPONSI61Di7 0'~ 7NE CQYIRAGTOR 10 REIOCAJE ALL EYJS-NC UDUPES WHICH CCNFUCT MTH ME PROPOSED IMPROVEMENTS SHOWN ON MESS PLANS. 2 THE DESIGN SHOWN IS BASED JPO.N THE ENGINEER'S WOERSTANDINC OF ;HE E%IS11NC CONDIDONS. 1H6 PUN OCES NOT REPRESENT A DE7ACED FlEID SURVEY. THE EXISRM1'G CONDIRONS SHOWN ON 1HESE PLANS ARE BASED UPON THE ALiA/ASCM SURI£Y FOR PACLAND, PREPARED BY ,AH CONSTRUCTION SERNCE, INC., DATED ~A1LY 14, 20)5 AVD ADDIl10NAL TOPO BY KPFF DATED .DLY 9 2007. 1HE CONTRACTOR IS RESPONSDLE FOR IERIFWNG FlELD CONDIDONS PRIOR 10 81DDING 1HE PPOPOSED IMPROVEMENTS. If CONfUCTS ARE DISCOVERED, ME CONIRACTC42 SHALL NOTIFY iFE ENCJNEER PRIOR i0 INSTAUABON CJ- ANY PORRCN OF ME WORK WHICH WWID 6E AFFECTED. 3. WJRK FOR DIIS PROJECT SHAM MEET OR EXCEED THE PROJECT A'ECIFlCARONS, THE CURRENT Gtt OF YELM STANDPROS ANO SPEGFlCADGVS; iF1E CURRENT EDIDON OF 1HE WASHINGTON STATE DEPARTMENT aF 7RANSPORIARCN STANDARD SPEGFlCAlI0N5 FOR ROAD, BRIDGE, AND MUNICIPRL CONSTRUC110N: THE CURRENT E0171CN OF 1HE WASHINGTON STATE OPARTMENT OF ECOLOGY STORMWAIER MANAGEMENT MANUAL FOR THE PUGET SW NO BASIN: CURRENT RiURSig9 CWN77 ftOAL STANDARDS AND DRAJNAGE DESIGN AND EROSICW CONTROL MANUAL. ~" "(¢R rzlExxuvE axrnn: A PORTION Of SEC110N 29, T77N., R2W., W.M. CITY OF VELA( COUNTY OF THURSTON FOR APPROWC FIXi CONSiRJC110N f ~~ - REVIEW ONLY swx , , STATE OF WASHINGTON /q-oB 8 ~ DATE:6 OPMENr REVIEW F~+crvEFx uRCr srx "E'""`" _ SUBMfTTAL /REVISIONS APPROVAL EXPIRES: ~! -'/ 9-° EOr IRR ]ME EXHIBIT "A;' OrIIfAXFI.C iFE( ,r ....... --_ ~. _._..._ f.L R, e ~ ... ~ , , P,eS, CV-1 ' Mfx xlEW~ i a. . roun ,I~R,CngO rwtrs 606 Columb N SG N.W., Suite 21: T (360) 766-9500 Olympia, WA 98501 F (360) 786-526] rxcL of rr.v(uErx N0. DESCRIPTION DATE xwx.PrtW:o.ca" 9,ee1 f d n - SG~NidED LOCATION SITE ~~ G4 IAff'ROVEMf3Ji9 ~oxo ..r x ~g I \~ ' M IRwE 4~ xr/ 610 OkaECIIX TOO` ~j~ aa1°"xaAx NISOUALLY l RIVER \ PROJECT $ITE~ i , - tOCAnON ~: ~ Y':. YELN CREEK, I \.: '.:. ~~ti '~ USGS QUADRANGLE MAP 4.i.S 17N R.2E. SEC.29 W.M. LEGEND E%ISPNG CONTWR x_34<-- PROPOSED CONTWR ---------- EXISTING EDGE OF PAVEMENT PRq'OSED EOC{ Q PAVEMENT NOTE: ' CQN1RACi0R i0 ENSURE 7HAr NO HEAVY EQUIPMENT IS NOi "`^~ SILT FENCE ER~II USED/DRIVEN wMIN ME UNITS Cf ME INFIL iRAnDx POND FACIUPES. /~ X GEUIEXIILE ENCASED CHECK OAM ~ U+ ~ I CONntACTOR i0 INFORM 'HURSTON CWNtt AND Ott OF YGU V PRIOR TO gSTURBINC ACRNPES. - - - - - UMITS OF DI6NR6ANCE ~ I '~~ ~I ¢ I a I $ I _ REMDr AND wsPOSE -• of E"snxc TREES 1R~ES CaYNC71NC iNni NEW ¶~ SILT FENCE i• CONFUCPNG Pont NEW \ \ ~IMPRDVEMENT$ INSIDE R/W (1Y-) IMPROVEMENTS NE%ISnNGOROCH PILE I EXISTING WRB AND C+1TiER I T '~ UMITS OF DISTURBANCE \ I I 0.5' INSIDE R/W (rYP.)1 DITfN fLOWJNE (11P.) 1 caTal uxE (»Y) I PROPOSED R Ell ~ > _ Z I ~ ~ I - - - ' ~ _ i<.. _, W 1 T ~, ~ 2 3a`~ vAF - ~ 22 22 22 0 ~ .. --. ~ ~ i I N ( i a O i I PROPOSED R/W , r- i i . A STATE ROUTE 510 A _ _ I ' ~ ' T NNRE R/W - - -- - _ -____~_- t I _ ~ II ..CONTRACTOR TO ENSURE THERE IS ' s i~i'`oA~"aT (~~ 'ABSOLUTELY NO TRACK-OUT GF A SEDIMENTS ONTO THE EXISTING ~~ T I UMI1S OF 06NROANCE EXJSIINC STORM os' INSDE R/w (TYP.) vLr rzNce I' InETLTRanoN INFlL1RAnON POND INSIDE R/W (iYP) qxx noWaINE (m.) _ PROPOSED R/W I I (C__=_____ id1_ ___________ -- - vA} 1 226 217+00 348 228+00 129400 ~~ }A9 230+001 CATCH UNE ;itP) ~--'-ae~-a~-"'~.-~'~- - moPOSED - - - - _ _ _ _ ~ - - - _ _ _,_ _ _ _ _ - _ _ - _ fuTUaE R/vA ONTRACTOR TO ENSURE THERE IS iABSOLUTELY NO TRACK OUT OE SEDIMENTS ONTO THE EXISTING PAVED SURFACES. _ _ ____________________ _- - ~ ~~ - - - __-I'_- __ 23--I--_.._.--i-_ 2J21±00 - P;~~T ~~j _ _ - - _ - - _ - - ~.. ~i ' {~ ~'- EbsnxcaLYERr PAVED SURFACES. cau as Houas BEFORE YOU DIG STORMWATER OUTFACE NOTE I I I ~ 1 ~E corFJX SHEET Fat AOgTNk1aL 1-600-424-5555 RUNlOFF FfiOM ROADWAY IAWROVFA1EHf8 WILL 9Fi~ER'LOW TO gOA0.4DE C(ECH/SWALE OR WM_I_ '~ SAL ER09gt/9FEMENTAnON CIWn20l OPFRAl10N nME SCNEIYJIE ~'~. NOn.: C£NOtAL CONiIUCTgT i0 CgIP1ElE TABIE WM TNOA 9'EpFlC PROJE'T 6CHEWIE '~ CONSIRICM4! SEg1ENG` JAN B MAR APR MAY dA/ AIL AUC SPP CCi N0V! DEC JPN FID MAA APR MhY JJN IftWEH (BADE / SEgNFNT CONTROL TEANORARY CQVIROL MEASURES . . .. . _ ~ .... ..... _ti -- _! . .. .. .. ~..... . I smm & sLOCMPNf TmuXL __.._: . . _ '. sTaftM FAaunES 1 TFIIPORARY CCNS1RUCnON ROADS _ __ FaJNOhnav / ouaaNC caNSTRUCnaN AIE Ga+smucn6N .. ... _. .... _... . ..._ ... - PERMartNr coNma smucn>RES I FlhYS4 CRAOINC VNOSCMgG/9EfL/InNAL STAgUUngv _ ... ... .... ..._ I..... ._ YFfVJtl:1 t'FIH.7~IIVla I HCSLC E%ISnNC l£[END SYMBOLS SEE SHEET ER-I.i ANO ER-1.2 fCP EROSION CONTROL DETAIL AND NOTES DEVELOPER OMNER', WpL-MART STORES INC. 2001 SE 101H SiRYET BENTONVUE, M 72712 479-27J-4000 vrt wrAlwAA>tn~A mnwu~a ACREAGE SUMMARY qV-4TE DSNRBFD AREA 0 AC OFF-97E gSNRBED AREA 1.31 AC 1DTAL aS1URBF11 AREA 1.31 AG TOTAL PROJECT AREA 1.61 AC IMPERNWS AREA AT CgWIEnON 0.73 AC PERNWS/ SEEDED AREA Ai CaXPLEnp4 065 AC No. Date B'/ ReWetorY Deecli{Xf(on o.rtr~.e ar wu.IJHb ~"' as/o9/2ooe _ ..._ " .... a"" a,~ .._- ...... - - ---._.. PERMIr JN . ~.... l' ackq of PI Y%E Nw JNjMRD 70007006 r - oQ ~, 1 606 CdxM4A x.W., Sim 361 T(Jf0)>B695W amps. wA 96saT E (xao ~eo-sz6> SFCfiFLOW TO NEAPBY CATgi BASWS PND ~ CONVEYED TO ROA0.~E DEFCFi A7A 9TOF9d PIPE, PPoA'Ni TO tNFLTtiA710N MO C~iOUNDWATBZ NF_Af~5f BCDE9 OF WATER ARE Tif NSOLIALLY PoV61 APPROX U2 MICE EAST OF THE SITE, AND N3A1 CF£9C LOCATED Al'PFtDX U4lM.E 1YE9'f OF THE SEiE NOTE tNLL-T RiOTCCTION AEABL9iES BFiN18E APPLIED TO ALL EX45T1N0 AND PROPOSED CATCH BASXi STr1UC'fLFiE3 RECHVNO FROM THE CONSiFR1CTION AftEA. STABILIZATION /SEEDING NOTE iF)PQiAAY SFIDBIG - wilts 14 DA1T Af1FA WN9IRUCMx ACiMtt (£ASES Ox ANY PAAnoA.w A4A ILL MRF660 ~pR9 WEiE n£PF wLL WT Bf coxsmunwx Eqt EWSR qw v oAVS MNSt ec amm rAtx EAtt-aRTmuATlxc If1Cau9r ssn NAAxartcTm wm ugIX PpMwlw'i YIUxG -ALL AREAS AL FlHAL O'JDE YVST BE SfE-E0 WIIPoI M own AiiFR wXRI[non aE me xAAx WAS iRJCTKx AcnHn. ~ SEE SHEET ER-1.2 FOR HYDROSEED MI% INFORMAnON GRAPiiiC SCALD (awl APPROVED FOR CON9TRJC110N B '~ e~-.~.~-- OpiE:6-tf-o8 cVELOPlAENi RENEW ENGINEER APPkOVAL EXRRES: 6 - f 5 •0 9 T.17N R.2E. SEC.29 W.M. ~1 ~ ~ ~ , Q.,~.. ~:I; i -~ ' +' I I,.I 11 ii1:~ ~~ .... --,._,...~-,,~.a.,_ ......~ _..a.......~ v? --i ~\ ~!: ,; ,~ \ I ...,,,D....~J~..~~. '{ITI C--=®~<= `~_o- , ~ .,_.. ~,~.~ < _ 7r_-_~ ,.~~.. ~ I p --~ ~1,-.,. ' _ ~ ~ , ~_.~ SILT FENCE xs wmar srD ccru. ~ ~o ~ \~~ ~> ,~...Fn;. ~.- GEOIEXTTILE ENCASED CHECK DAM n xrs wsoor sm rcr t ~ STANDh4D PUNS/OEiAJ4S SNOYM FOR CONIENIENCE ONLY. CONDiACidt TO GBTAIN NOSi LURRFNi vERaav of wroor ANO/oR aTr sraxoaxo PLaNS/DETPrtS PRIDR i0 BID/CONSIRUBNM, AND ADHERE i0 ALL APPIJCABIE SrANDARD PUNS/DETpIlS. CAI 48 HOURS APPADYED FIXt CONS1RUCnoN BEFORE YOU DIG B . f-c~-~--. oan=:6-i9-~e 1-&00-424-5555 ~~i pEytEW ENgNEER MPRDVPL EXPIRES: 6-~9-0 9 B Y1. R. i No. _ oa~e M.._. aY__. Rav~i«, oesc+~u«, _~.T ow~aer b.,.os~oB ~(~'a<~ eex ERO ROL _ -. ~,~,~, \~ o ,. SR 510 EXTENSION SION CONT ~ ~.~. - D~ PERWr o ~ \ ~ ROADWAY IMPROVEMENTS ~,,,~ ~„ ,e,; DETAILS ER 11 E .-.. ._ ... .. .4NNR8 30001001 ~~~,~° ^an~ w., sa<nl F <wl'60oir~ss ~° GG 1f YELM, WASHINGTON EXHIBIT A ~san O ww..Pr6w.m~ GENERAL EROSION CONTROL NOTES T.17N R.2E. SEC.29 W.M. .. THE DESIGN SHOWN IS BASED UPOV THE ENGINEER'S UNDERSTPNOING OF INE E%ISDNC CWDIDCNS. INE 20. 04-ATE & OffAIE SGL S70CKfD.E AND EORRUW AP,EAS SHALL BE PROTECTED fROM EROSION AND PLAN DOES NOI HEPNESENT A DETAILED FlEID SURVEY. DIE EXISRNC CONDIDOYS SHOWN ON THIS PLAN SEDIMENTATION THROUGH IMPLEMENTADQ4 OF BEST MANAGEMENT PRACDCES. STOCKPILE AND BIXiftOW SHEET ME BASED UPON THE $IIRVEY PREPARED 3Y JN1 SUAVEDNG INC.. DATED JJLY 14. 100.5 AND AREA LOCADWS SHALL BE NOlEO ON ME SiiE uAP AND PERM11TE0 IN ACCORDANCE WM GENERAL MDDONAL TCPO BY KPFf DA1E0 JJLY 9, 2007. 7NE CONIP,ACiOR IS RESPONSIBLE FOR 1ERIFtlNC FlELD PERMIT REWYRENEN7S CONOIDOYS PRlgi i0 BIDDING DIE PftOPOA-D SIIEWORK WPROVEMENi$. If [Q4fLICIS ARE DISCOVEfYO, DIE CONRACIOR SHALL NODFY DIE OWNER PRIOR 70 INSTALLAD0.4 OF ANY PORDON OF THE AlEW9RK YWII(N WOULD BE AFFEC'EO. IF CON1RACi0R OCES NOi ACGPT (XISnNC SURKY, INCLUDIkC 21. AWES SHAH BE LEfi IN A RWGHENED CWDIDON WRING DIE GRADING PHASE TO REDUCE RUNOFF TOPOCRAPNY AS SHOWN ON 1HE PLANS, WI1NW7 EXCEPDON, NE SHALL HAVE MME, Ai NIS OMN VEtOCIRES PNO EROSION. EXP[NSE. A i0P0GRAPHK AJRVEY DY A REpS7ERE0 LANG SUflVEY02 ANO SURMIi li TO THE OWNER FOR RENEW. Z2. DUE TO THE GRADE CHANCES DURING THE DEYFJ.WMENT OF INE PRO,ffCT, INE CON1RACip2 SHALL BE t. CAUDPY - NODCf 70 CLN7R0.CTOR RESPIXJ9DlE FOR A03JSDNG D{E EROS10,4 CONRiOL MEASURES (SILT fiNCES, ETCJ TO PRE\ENT 7NE CONTRACTOR 6 SPEgfICALLY CAU11WE0 D{pi D{E LOCADON AND/OR ELEVADON O< EYJSRNC FROAON' UDLIDES AS SHOWN qY THEff PLUVS IS BASED CN RECGROS Cf ME VARIWS UDt17Y COMPANIES AND, WHERE POSSIDLE, MEASVAEMENiS iPKEN IN lf& FlELO. INE MFOPMADOV IS NOT TO DE RELIED ON PS 23. ALL GONSiRUCRON SHALL EE STABILIZED AT THE END OF EACH WOKKING OAY )HIS INCLUDES BEING EXAC1 OR COMPLETE. THE CON7RACi0R MUST CAll INE APPROPRIATE U1tJ1Y COMPANY AT LEAST BPCKFlWNG W D2WgiES FOR UDUTY CONSiRUCDON AND PLACEMENT OF GRAVEL OR BI7UNINWS 45 NWRS BEFORE pNY EXCAVADW TO REWEST EXACT FIELD LOCADON OF UDUDES. IT SHALL BE DIE PANNC FOR ROAD CONS7RUCD0.4. RESPONABBitt t)F DfE CONiP,ACTOR TO RELOCATE ALL E17SDNC UTILIDES YMICN CQ4FUC7 W1H 1HF PROPOSED IMPROVEAIENiS SNOMN IXV 1HEA PLANS. 24. iFE CONiRACTCR SHALL ff RESPONS4iLE AT All DMES FOR PREVENDNG SILT-LADEN RUNOFF FROM -. 1HE STORMWATER POLLUTION PREVEND0.V PUN IS COM°RISED OF THIS ORAW,NC 0517E MAPS), THE STANDARp OETPLLS, THE PLAN NAFRADIE. ATTACRMEN(S INCLUDED IN SPEOFlCADONS SECDON 02370 (~SNPPP~). PLUS THE PERMIT AND Pll SUBSEWfNi REPGR7S ANO RELATED OOCJNENiS. 4. All LIXN1RACi0RS AND SUBCONiRAC10P,$ INVOLVED X11N STORM WATER HULLUDON PHE:VENDCN SHAH OBTAIN A COPY OF 7NE STORM WATER POLLUDON PRE\fND(W PUN AND INE STATE Cf WAAiNiCT04 NADONM POLLUTANT OISCHAAGE flIMINADW SYSTEM GENERAL PERMIT (NPOES PERMIT) ANO BECOME fAMIUM MIDI THETA CONTENTS. 5. CGNTRACICR SHALL IMPLCIJENi BEST MANAGEMENT PRMi1CES AS REWNRED BY INE SWYPP, MDIDWAt BEST MPNACEMENT PRACDCES SHAT BE IMPIEMENIEO AS DICTATO BY CONDIDCNS Ai NO ADDIDONAL COST OF OANER D{RWCNWi ALL PHASES 0' CONS(RUCDON. 6, BEST MANAGEMENT PRAWCES (BMP'S) AND CONWOIS SNLLL CONFORM TO FEDERAL, STATE, OR LOCAL REWIREMENiS OR MANUAL OF PRACDCE AS APPUCABIE CWiRACiOR SHALL IMPLEMENT MOIDDNAL CON iROLS A5 DIRECTED BY PERMITDNC AGENCY OR OWNER. ], A(E MAP MUST GLEPIiI.Y DEUNEAIE ALL 9TAff WATERS. PEIiMNS FIXi ANY CWSTRUCDON ACR\7tt IMPACDNC STATE WATERS QA REWIATED %E1LAN05 MUST EE MAINTAINED ON ATE Ai ALL DHES. 8. CONTRACTOR SHALL NININ12E CLEARING i0 THE MApMUM EXTENT PRACDCPL CR AS REOUIREp DY DIC GENERAL PERMIT. 9 GENERAL CONTRACTOR SHALL DENOTE ON PUN 11E IEMPORpRY PARKING AND SiORAC£ AREA WHICH SHALL A130 BE USED AS THE EWIPMENi MPW/ENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, ANO AREA FOR LOCADNC PORTABLE FACIUDES, OFFlCE TRAILERS, AND igLEi fApUDES. 10. ALL WASH WATER (CONCRETE RUGIS, VEHICLE LEANING, EWIPMENT 0.EANING. ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR OSPOSED. 11. 9JFFlCIENi GL AND GREASE MSORBING MA7FRIALS AND RO?ADON BOOMS SHALL BE NPJNiA1NE0 ON 511E OR REMILY AVAIUBLE TO C0.41AJN ANO GERN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 12. WSi W THE ATE A!ALL 8E CGNTRIXIID DIE USE W MOTS. OILS AND OMEft PETROLEUM BASED OR i0%IC UOGDS FCR GUST SUPP4ESACN CPERADONS IS PROHIBITED. 13. RJO(AAi, 1RAg1, CARDAQ. UTTER, OR OTHER SUCJ MATERIALS SHALL BE DEP091ED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FRCM LEANNG THE PREMISES iHRWGH ME ACDON QF MIND IXt S10RAIWATER DISCHARGE INTO DRAINAGE p17CHES UR WA%ERS OF 7NE STALE. 14. All STORM WATER POLLUDON ?REV£NDGI MEASUIFS PRESENTED DN THIS PLAN, AND IN 7NE STORM WAIEft POLLUIIgi PREV£NDC41 PLAN, RIPLL BE MIRAIED AS SOON AS PftACDCABL£. DISCHARGING FROM 1HE PRU.ECi ATE FA0.URE BY THE CONTRACTOR GNI RESULT IN A FINE. DIE DESIGNAlEO TEMPORARY CONTACT PEPSO4 NOTED ON THIS PUN MUST DE AVMLA%E FOR CONTACT BY 7EIEPHCNE 04 A 24 HOUR BARS iHRWGHWi CONSTRUCDON AND UND'. DiC PROJECT HAS DEEM COMPLETED ANO APPRDVFp HY 1HF COVENNMFNTW. AGENCY MID{ JJRISDICDON. 25. THE IMPLEMENIA71pN (F IHEA ESG YLPNS PNO 1HE CO,NSIRUCIION, MABRIENANCE, REPLACEMENT AND UPCRAGNC OF THESE ESC FAgtIDES IS 71iE RESPONSIBILITY Of 1HE CONTRACTOR FROM THE BEgNNING OF CONS7RUCDON UNM ALL CONSiRUCDW IS COMPLETED AND APPROVED BY THE GOYRNNENTPL AGENCY WNH ,tlJRIS0ICDON AND DRE ATE IS STABILIZED. 26. 1HE BWNUAkICS W INE CLEARING UNITS SHOWN ON IRIS PLiW SHALL BE GEARLY fUGCED ANO INSPECTED BY DIE LOCH. JJRISpCDW PRIOR TO ANY CLEARING OR CG4SiRUCDON TAKING PUCE WRMC CG4S7RUCDINJ, NO DISDARBANCE BEYOND DIE FOGGED CLEARING OMITS SHAH BE PERMITTED. iH'. fLAGdNG S4ALL ff MANTAINED BY THE OMNER ANDfOR CCN7RACTCR UNDL ALL 0]VSiRUCD04 IS APPROVED. 27. DI'E EROSION AND SFDIMENTADON CONTROL FAgUDES A10MN ON 1NIS PLAN ARE i0 eE C0.4SIDERED Af,EWA7E BA4C REWIREMENt$ FOR DIE PNDGPATED AlE CONDIDONS. DURING CONSIRUCDCN, DENADCNS fRON THIS PLAN NAY 8E NECESSARY IN ORDER TO 4AINTNN WATCR WALITY. 2tl. ALL EROSION MD SFDIMENTADCN CONTROL MEASURES SNAtI BE INSPECTED BY 7NE CONTRACTOR Q4 A FREWENT BARS AND INMEgAIELY AFTER EA(H RAINFALL MD MAMTAJNED AS NECESSARY 10 MSURE DIEIR WNDNUED FUNCDONIHG. ALL SEDIMENT MUST BE REMOVED FP.OM SILT FENCES, ADIMENT PIXROS, ETC PRIOR 70 THE SETHMENT REACHING 1/2 ITS MAXIMUM PO7ENDAL CEPTH. 29. A7 NO DNE SHALL CONCRETE, CONCRETE EmRWUCTS, VEHigE FLUIDS, PAINT, CHEMICALS, qt OTHER PO:LUDNC MAILER BE PERMIT7EC TO DISCNPRGf N 1HE TEMPORARY W PERMMENT DRAINAGE SYSTEM. OR TO WSCHARCE FROM THE PROJECT ATE. 30. THE CON7RACTCN7 PERFORMING DIE WJRK SHALL MAINTAIN A SEi OF INE APPROVED CONS1RUCnON DRAWINGS ON AIE AT ALL IMES WNNE CONSTRJCDON IS IN PROGRESS. 37. IT SHALL BE INE AESPONABIUTY CF 1HE CONTUCTG2 PERFORWNG DIE MORK i0 OBTAM AlL NECESSARY PERMITS ffiON 1HE LOCAL JURISDICRON PRIOR DI GOMMENGNG ANT MURK 'MTIIN 1HE PUBUC RlgiT-OF-WAY. 32 D{E CWiRACT0.R PCRFg2MING THE WIXRK SHALL BE RESPCNSBLE FIXR PROND,NG MEWAIE IRPFHC CO47RW Ai ALL DMES WRING CONSTRUCBON ALONGSIDE OR MIMIN ALL PUBLIC ROMWAYS. 33. THIS APPROVED 'TEMPORARY ERCAON AND SEDIMENTADON CONTROL PUN' MUST ff IMMEMENiED PRIOR TO ANY SIZE WURI(. SEE THE PLANS PND DETNLS FG2 fU4TNER INFIXRMADCdI. 34. 1Hf CONTRACTOR SHALL NODFY IHf. 01VNF.R ANO DIE ENdNEER IN DIE EVENT OR DISCOVERY CF POOR SgLS, IXiOJNDWATR OR DISCREPANgES IN THE E%ISDNC CONDITONS AS NOTED QI 7NE PLANS. 75. DISIURBEO PGRDONS OF" DIE SIZE YMERE CONSIRWDON ACBNtt NAS STOPPED FOR Ai LEAST 2I DAYS, SNPil BE IEMPQ4PRILY SEEDED. 7HEff AREAS SHALL DE SEEDED NO VIER iHM 14 DAIS IRON THE UST CONSIRUCDON ACDNtt OCGIRRMC IN 1HEff AflEAS. tE. DISDIRRED PORDQVS OF D1F. 97E WHERE CONSTRUCDON ACIINTY HAS PFiRMANEND,Y Si0PPE0 SNpLL BE ?ERMANENILY SEEDED. 17ESE AREAS SHAH BE SEEDED NO VIER THAN 14 DAYS Af1ER 7NE LAST CON5IRUCD0.4 ACDNTY OCCU,ffRINC IN THESE AREAS. RETER i0 7NE CFIMINC PLAN AND/OR LVIDSCAPE PLAN. 17. If iNf AC110N CF VEHICLES TRAVELING OVER ME GRAVEL CONSTRICDIXN ENTRANCES IS NDT SUFFIGENT TO REMO'JE THE NAJORItt CF DIRT 0.C MOO, THEN THE NRES MUST OE WASHED BEFCRE INE VEHICLES ENTER A PUBUC ROM. K WASWNG IS USED, PRONA0.Ni MUST ff MME TO INTERCEPT 1HE WASH WATUR AND TRAP 1HE SEgNEHi BEFORE li IS CARRIED OFE THE ATE te. ALL MATEPoMS SPILLED, DRWPED, WASHCD, OR TRACKED FRCW VEHICLES ONTO ROADWAYS OR INTO STORM DRAMS MIf.T OE REMOVED IMMEDIAIEIY. 79. CONIP,ACTORS CR AJBCUNTRACi04S WLL BE PESPONABIE f04 REMONNG SEgMENi IN THE DETENDON POND AND ANY SEDIMENT D{AT MAY HAVE COLLECTED IN THE STOIRM SEWER DRAINAGE STSTMS IN CONJINICDON 'NTH 1HE STMIUZADIXR ~ 7NE AT. 35. MAYJMUN HOPES SHN.L BE J:7 HORIZ:I£RT FOR FNL HOPES, AND 3:1 HORiZ VEAL FWR Wi SLOPES. 36. ROCJ(ERIES OR ODDER RCTAININB FACIUDES E%CEEOING 4' IN HBC41T REWIRE A SEPARATE PERNIT. 37. HOPE STABIUZADON. CIIT AND FlLL HOPES SHALL 6E CCNSTRUCIED IN A MPNNEA 1NAT WILL MINIMIZE EROAON. RWCNFNEO 5dL SURFACES ARE PRRFERAED TO SMWM SURFACES. INIERCEPT0R9 A{WLO OE CONSTRUCTED Ai 1HE iW W LONG, STEEP HOPES WNICN HAVE AGNIFlCANi MEA$ ABOVE D{Ai CONTRIDV7E RUNOFF, CCPlCEN1RATED RUNOFF SNWLO NOi BE Pll.OM1:D i0 FLOW OOW4 THE fACE OF A Wi OR Fllt HOPE UNLESS CONTAINED NINTH AN ADEWAIE CHANNEL OR PIPE ROPE GRAIN. WHEREVER A ROPE FACE CROSSES A WATER SEEPAGE PLPNE, ADEWATE DRPINACE CR O7HEA PROTECDCN SHWID 8E PRONDED. IN MDIDW. AWES SHWID DE STABILIZED IN ACCORDANCE WDI ELFIN (17) ABOVE. Je. STORM DRNN INLET PROiEt90N. ALL STORM GRAIN INLETS MADE OPERAPiE DURING CONSTRUCDON SHALL BE PROIECI© SO THAI STORMWA7ER RUNOFF SHPi1 NOT ENTER INE CONVEYANCE SYSTETA W1HW7 FlRST BBNG FlLIEREO OR OIHERPoSE 1REAIED TO REMOVE SEDWENi. 39. REFER i0 PROJECT SPEGFlCADONS FG2 SURFACE WATER Pg1UDOV PREVENDON PLAN (SWPPP) NARRADVE. - No. Date Rev~ion DeNLCriptbn os4b»a er Mes Ibis ! _ __ - _ ~ ~ os/o9/lone ._ _. ....... .. .. PERMIT _._. JJY s awcKea er Prgea Na JJVJMRO 3W01006 MAINTENANCE All MEASURES STALED ON MIS EROAgV AND ADINENi ODNTRCt PLAN, AND N 1HE STORM WATER POLLUDON PREVEN710N PLANADON, SHALL DE MAINTAINED IN fULLY NNC710NAL CONDIDON UNDL ND LONGER REQIARED fOR A COMPLETED PHASE W WORK OR FINAL STpBIIIZADIXJ OF DIE SIZE, AlL EROSION AND SEDIMENTADON CGIIROL MEASURES SHALL BE CHECKED BY A WAUFIED fER50v IN ACCCRDANCE xtD{ DtE CW7AACT DOCUMENTS OR THE AP?UCABIE PERM'~.T, NNIg1EYER IS MCRE STRINGENT, AND REPNRED IN ACCORDANCE N11N 1HE fOLIOWNG i. INLET PROlECD0.4 DENCES AND BM1RRIEAS SHALL BE REPAIRED OR REDUCED IF THEY SHOW ACNS OF UNDERMINING. OR DE7FRIORADW. 2. ALL SEEDED AREAS SHN.i. RF WfCI(FO RCWLARLY TO SEf 1NAT A GGOD SiMO IS MAINTAINED. AREAS SNWLD BE FERDLIZF.O, WATERED, AND RESEED[D AS NEEDED. 3. SILT FENCES SHALL DE REPAIRED i0 THEIR ORIGINAL CONDIDONS IF DAMAGED. SE-IMEN1 SHALL DE REMO4E0 fA01.1 INE 4LT FENCES WHEN IT REACHES Q4E-HALF 1HE HEIGHT fE 1HE ALi FENCE. 4. DIE CONSiNUCDON ENTRANCES SHALL BE MMNTAMNEO IN A CONDIDON WHICH N1LL PREJENT 1RACKING Gi FLOW aF MUD ONTO PUBUC AlgiiS-OF-WAY. MI5 MAY REWIRE PERIWIG TOP DRESSING W 7NE CONSIRUCDON ENTRANCES AS CONDIDONS DEMAND. 5. THE 1EMPORARY PARKING AND STORAGE AREA SHPiL BE KEPT IN W W CONDIRON ($UITADLE fW PARKING Pllll STORAGE). THIS MAY REWIRE PERIODIC TOP DRESSING W 7NE IEMPORAPY PARKING AS CONDIDONS DEMAND. 6. WTEi S7RUCNRES 14 ME SEWNENTADCN BASTNS SHALL 8E MAINTAM(O IN OPERADCNAL CONDDONS A( ALL DMES. SEDIMENT SHALL DE REMOVED FROM SEDIMENT DARNS CP iRPPS NHEN INE DESIGN CAPAg1Y N0.S BEEN REWCED BY 507. SOIL TYPES iHF UNITO STALES DEPAR7HENT OE AGRICULD7PF SOL SNRVEY FOR 7HURSTQN CdINtt, WA911NGi0N INOICATS THAT THE ATE IS UNDERWN 6Y $PANAWAY ST04Y SANDY LOAN. 1NWGN ACCORDING TO THE GEOIECNNICAI EVALUADON, ME ATE IS MEDIUM DENSE, M0.`ST, RIAq<, SANDY, SILtt GRAVEL i0 SANDY, CRAVflY SILT PND IS UNDERLNN WD{ MEDIUM DENSE TD VERY DENSE MgST BROYM, SANDY, CWEIY GRAVEL W7H SOME SILT PND BWLOERS (UP i0 24 INCHES IN DIAMETER). STABILIZATION /SEEDING NOTE TEMPORARY A-EOING - 1N7HW 14 DAYS Af1ER CONSIRUCDON ACDNh' CLASES ON MY PARDCULPR APEq ALL DISTURBED (FWND N11ERE THERE WLL NO1 BE CON$1RUCffON fQR LONGER IRAN 2I D0.YS MUST 8E SEEDED N17N FAST-GfFMINADNG iEid'WARY SEED PND PROTC7ED N1TH MULCH. PEAMPNENT SEEDING -ALL AREAS AT FNAL GRADE MUST 8E SEEDED WIHIN .4 DAYS PF1ER COMPLEDON OF ME NA,~ CO4SIRUCDON MDNtt HYOROSEEO M% A. MIX 10 DE D.F. NARNS COMPANY (I-eW-767-3802) IiFJA N0. 55, CWPOSED aF: 40R JAW AR TALL FESWE JOR BARCLAY PERENNIAL RYECRASS 25R RED CREEPING FESGJE 57 HIGHLAND COLONIAL BENTGRASS APPLY ®7NE SEEDING RAZE CF 5-7 j/1W0 8. STMDARO EROSION CON1R0. NI% TO BE W500T SFEgFIED / O.F. NA1M5 CO. ITEM N0. 10066. MIX SIRALL COVAST OF: 45S RED CRLEPINC FESWE 45R PERENNIAL RYECRASS tOx HIGHLAND COLONIAL BENTGRASS CALL 4$ HOURS APPROVED FOR CCN57RUCDON BEFORE YO'J OIG Br: .~~P-_. DATE~~-rP-oe 1-$00-424-5555 OPMENi RENEW ENgNEER PPPROVAL IXPIRES: ~-K9' ~ 9 SR 510 EXTENSION EROSION CONTROL ~~ ~ - ~ ROADWAY IMPROVEMENTS NOTES ER-1.2 4o6WmG'aRx.W.,c~•:,1 TFWA, Resssoo YELM, WASHINGTON EXHIBIT °GA" &+aNaan a`nro'a, wA~SOI Fl)5ov ~essx6~ STATE ROUTE 510 IN TERSEC710N CURVE TABLE N0. BEGIN STA. CFFSEi ENO STA OFFSET j RPDIUS lENG7H OEL7A 1 220+9].55' 86.30' LT.• 221+52.54 32.00 LT.I 55.00' 85.69" 89}6'04 2 22049453' S5.]6~ 221+54.52 00.00' LT.~ 55.00' 87.16' 50'47'42' ' MATCH EXISDNG 703RD FDCE OF PAVEMENT FINA Sql STA61112ADON NOTE: THE CON1RACi0R SHALL PRONDE A MINIMUM OF 6' GEPRI COMPOST (PER CITY OF YELM AND WSDDi $TANDAROSi A40 NtDROSEED ALL A4EAS OF DISNRBED SOILS OJE TO COVS7RUCDCN AC-N71E5. ME CONTFACiOR IS RESFONSISIE fOR PROVIDING 1EMPCRARY WATERING If NEEDED TO ES7ABUSFI SCED GERMINAhON AND PftONOE SUB6TANDAI Gft0W1H. p ( m I ' / A ~E'XISNNG EDGE OF 2 C.Y. 8 I it PAVEMENT PoP RAP \ ~(ttP) I ~~~ I SAWC'JT - I i I AIONC I`' I PROPOSED., R/W EXISTING I - , 103RD ~ I'~ , EDGEtINE I `II , _~ I I 1 ~ I - I I, vJ I ~~ }f W I ' 8 2as+ Z i ', I I PROPOSED R/W W / ~ I ' I i ~ 2 C.Y. RIP -'~ Q ~' I ~ (EAP (IYP,) '-STA. 221+94, 13.5' RT. Q 1 'I - -PIPE IE' 340_00__ ~ I I FJIURE R/W' C') ~ I I// SR 510 $TA. 220-83.88 Q I ! I' /_ 703RD AVE SiA. 267+PJ.95 I~IL` A a l 1~, ,-f =~-EXISTNC EDGE OF T.17N R.2E. SEC.29 W.M. COMMERCIAL ACCESS HORIZONTAL CURVE TABLE Cl CURVE DELTA RADNS LENChI TANGENT BEGIN STA. END STA. PA. STA. C7 2'bd'Se' B350.OZ' 400.Si' 200.30' 223+32.38 227+32.90 225+32.68 CO2 408'OY 8349.99 604.07' J02.1 ]' 227+32.90 23J+369] 230+35.0] 2<+DD LEGEND ~_ _ _ CENTER llNE _ _ _ _ PROPERtt UNE/ kIGHi Cf WAY EOCf DF PAVEMENT -..-..-DITCH U ASPHAti CONCRETE PAIEMENi RIP RAP . iOPSgI SRtIPPINC, NOTE' THE CONTRACTOR SHALL STRIP APpNO%. 0.5' CF OfiGANIC iWSgl YAh{IN THE PRCPOSED IMPROVEMENT UMIiS. If AREAS aF ORGANIC MATTER E%CEED 0.5'IN DEPTH CONTRACTOR 70 NOTFY PROJECT ENGINEER PRIOR TO WGAK. 51121('EO SOIL 70 BE 670G(PILED 1WDiIN THE N7UAE R/W AREA. RLL STRIPPING, EARINWOP.K OUAN7IRES AND STOCKPILE TO BE DE7EAMMED AND INCLJCED AS PAftT OF BASE BID. SiA 221+94, 39.5' lT. PIPE IE = 340.27 53 lF 12'0 RCP PIPE^OITCN FLOWJNE (1YP.) ®D.SY M!N. / ~CATCN LINE (i1P.) I / 3 O.Y. NR RAN ¢ INFILIRAD(1N PDND GRADE AT 2:1 FROM R/W i0 EX)SPNG SIDEWALK ~\ POND BOTTOM A4EA = 840 SF, ~ POND 80T(ON E%1S11NG WRB-~ ANO CUTTER LOCATION-~ OF OFF SITE ~ i `'~y RMF'ROI~EMENTB ~ '~ Arc x F ~ M ~ ~ 1~ ~~& M _V 4 B1~ ~ _ ____, ~"s' ; \.N~cn w7/so cc accTen tas \ `110111 AK Y ~j/ ~0~ KEY MAP l.i STA 9+ 3. 3 " T. C.Y. RIP RAP EXISTNG UNDERGRWND'-" I MpROYED FOR CONSTRUCRON BEON EDGE OF MfYLTRATON FAGUiY / PAVEMENT TAPER PROPOSED R/W i ---~--•--__ Br E1as~'- DATE:G-74-x9 2 ~aS~ Ci }AGE ~"-¢ -- -~.. _ `~`_ _ 22 ,t i - _ ~ ~ 22 226 } 227+00 }s8' -- - - - - - _ _ _ _ _ ':k 220+00 _ ~ 1-CATCH UNE (iYP.) -- - _ --"' _ _ STATE ROUTE 510 ~-EDGE of PAVEMENT - INFILTRATION POND NOTE - - ____ - - - z1 1 , ~ PAVEMENT CALL 48 HOURS -~ ~E%IS11NC CULVERT BEFORE YOU OIG t-fl00-424-5555 1 i. I 1 DATUM ELE 335 00 CIXO1RACi0R 70 EXCAVATE POID BOTTOM YATHWT AIIOWNG NEAVY EWIPMENi TO HiACK ON SUBCRAOE OF INFlLIRAPIXI POND. CONTRACTOR 70 E%CAVAIE FROM WiS~OE PO'40 AREA OR TO BACK EOUIPMENi Wi AS CXCAVAPNG 70 AV01) 1RAC%ING EWIPMCNT QV BOTTgA OF POND. THE INFlL7RAhON P040 SHALL NOT BE PLACED INTO SERMCE UNPL Pll OF 1HE CONTPIBURNG DRAJNAGE AREA HAS BEEN STABIUZfO BY REVEgTAnON OR LANDSCAPING ANJ IS PPPROVED BY 1HE CITY. ~- " - \\ UE OPMR * REAEW ENgAEERi4 a4 ~e I ..._. -~ VAL. _ ____ _ c I .229400 49 O _ 3 230+00 C2 231+0a _ _ _~__ ,__ _ 232+00 STA 2304243: PROPOSED R R/W I END EDGE OF PAVEMENT, 0' LT ~~~~E%ISRNG EDGE Of END EDGE OF PAKMENT TAPER, 35 li PAVEMENT BUTT JOINT _ _ IAATCH E%IShNG -FUNRE R/W _-_---_"--______ GRAPHIC SCALE /~ /.A'~'~ LOW POINT EIEV = 342.98 LOW PCgNT STA = 22f+78 PN STA = 221+50 PN EIEV = 342.59 A.D. = 4.54 K = 22.00 ______._100.W' VC °0 9'i H ,X FlNISHED GRADE V ROADWAY LL ~ t 077. PN STA = 226+65.82 PN FLEV = 347.75 AD. _ -0.50 N = 100.07 50.00' VC g -IfILTRARON POND 01ERFLOW TO DITCH ~ N EIEY =345 _ - _ _ 'm w _ ._ _.__ L "' ~ -/ MA%. WATER SURFACE L .. - .. ~LEYA710N OF.INH~,7RATIQIi /qID= 7j5_ sT `~ ~ _ f7N15iFD GRADE AT INFriiRAIION~~! __ _ _ _ _ _ ._ _. _~ ~ _ _ '.~ . -' -" /. "' . - .. ^ .. - ~ ~ = PpuD BOTTOM EIEV = 343 C /Jn~~ 'FINISHED GRADE AT~ APPROX. SEASONAL HIGH SCALE 120 RCP PIPE) Y~ ' DITfAI FLOWLINE GRWNDWAIER ELEV = 340 GROSSING H: 1"=40~ APPROXIMATE EXISTING AT ROADWAY C! _ _ _ _//_..-.._.._..J BNISNED GRADE A7J DITCH fLOW4ME <~ Wff a ~ F No. Date 8~ Ravmirn Daecr~tion ~rv~._._~ °" - ... _ - - ,. ~. _... - _ ~ I` oW»e ar IA.q om. 'w 05/09,/2008 ~.., aP PERMIT ~*°°°'~ "~'"°- c ~; Rw Af >•' e>~ ~ aF ~,,'• ~•'~° L(^l/~ v(~Ll ~ - ' a<onrw!<uv w sx<xN .(xd41~<d~soo SR 510 EXTENSION ROADWAY IMPROVEMENTS ASHINGTON YELM OADWAY AND DRAINAGE PLAN AND PROFILE R-2.0 ~ _. .__.- _ _ _.. JJV/A1RB 30(IOIOOd 0 . ., olAnola, wA 9BSat v(xOp 7w~sxc7 , srb«san J T.17N R.2E. SEC.29 W.M. fpS11NG _ - aP i J CATCH POINT OISTANCE~ fROM CFNTERUh'E ~~_ ......I. VARIES (itP.) TYPICAL SECTION SOUTH OF POND SEE PLAN NEW fqt pITCN (WITS SW )H OF POND EMSpNG _ ~' • ~ ~~ VAPoES 6'-2' CATCH PgNi DISTANCE- "y -- YF PR I I FROM C.NIERLME R W D SR `70 PRWCSED VARIES (iTPJ ..... 60_ ._._. ~ 11.21' __ R/W UNOISNRREp NANVc I VARIES VARIES ~ 7 C5~ BENCH MATERIAL ON INFLTRADOY I (4' - p'i ' ' (4' - 5') (I' CDMPACTEp DEP!H) PAYD BOTTOM S - 16 HWtOE VARIES (I2 ) 12' SHOULDERI f%ISTNG , ~ TRAVEL MANE TRAVEL PANE I~-__ ~~ TYPICAL INFILTRATION POND SECTION I 5` NT$ SEE PLAN NEW FOR POND UMITS I ~ ~~z ,Y4g . 'SEE PLW NEW FOR Pg10 DEPRi I I' BENCH ( _~ _ I ~~ L ,E.XISi1NG 1 =-0.50' ASPHALT CONCRETE Pkv~71ENT. HMA CLASS 1/2• PG. 58-22 (2 LIFTS) (C041PACiEDJ CRUSHED SURfAgNC BASE CWR% (CCAIPACTED) '-0.67' C01.IPACIEO BALLAST PER qtt OF 1ELM SPEOFlCABONS FOR BAff BID. If CATCH PONi DISTANCE-~~' 41Bg2ADE SgLS ARE ACCEPTAELE 1HE CONTRACTOR MAY USE EWIVpLENT DFP1H FROM CENiFRUNE OF gBMPACTED NABVE gtAYcLS. COOEONAIF YAM qIY OF Y1DJA. vaRlES (rTP.) TYPICAL SR 510 ROADWAY SECTION N1S SEE PLAN NFW F~ DITCH UMITS NORTH OF POND ~~0.5' MIN. RIP PAP 2 THICKNESS ___.. _._._- !y9 6. Y~ _EOGE Oi PAVEMENT ~-- _i r ~. P qt 5~ 6' OVFRfIOW SPILLWAY ELEV = 345 INFILTRATION POND OVERFLOW SPILLWAY SECTION A-A Nis STANDARD PLANS/DETWIS SHONN FCR CCkVENIENCE ONLY CQNTRACTOR i0 OBTAIN MOST CURRENT VERSION OF WSDOT PND/OR qTY STANDARD PLANS/DETALLS PRIOR TO 8D/COlS1MACTION, AfiD AOHFRC TO Pll APPLICABLE STANDARD PUNS/DETAILS. GENERAL STREET CONSTRUCTION NOTES: I. ALL ROADWAY CONSIRUCBOY S4PiL CONFORM TO INE SPEC4lCA-ONS IN THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT CF TRAN9'OR1'AIICN STANDARD ~EgFlCADONG AND qiY OF Y71JA 4UIDEUNES. 2. ALL CURB AND WT'FR, STREET GRADES 40EWAlK g2AUES, ANO PNY OTHER VERDCAL AND/OR HORIZONTAL AUGNMFNi SHALL BE SipKEO 8Y AN CNgNEERINC OR SURVEtiNG FlRM CAPABLE OF PERFORMING YJCH WORK. AFTER NEW CURR LINES HAVE BEEN STAKED, THE CONTRACTOR SHALL WSPECi PAl£AIENT CROSS SLOE AND VfRifY THAT E%ISNNG COYDIIIONS AND NEW IMPROVEMCNTS WLL NOi ftCSULT IN PDgi DRAINAGE CIXlDI110NS (I.E. POND':NGJ 1HE CONTRACTC42 1S TO NOTF7 THE ENGINEER OE RECORD Cf ANY DRAINAGE Oft CROSS-SLOPE ISSUES, PRIOR IO INSTALLING i1R WPROVEMENTS. 3. NNERE NEW ASPHALT JOINS EFISDNG, iNE E%ISDNC ASPHALT SHALL BE CUi 10 A NEAT VEA-CAL EDGE AND ipq(EO NiTH pSPNALi EMUL90N TYPE CSS-1 M ACCORDANCE Ntili THE STANOAND SPEgFlCA710NS THE NEW ASPHALT SHPll BE FEATHERED BACK OVER IXISTHG TO PRONDE FOR A SEAL Ai iNE SAWCUT IOCADON AND THE JOINT SEPAfp Ni1H GP.ADE PR-9000X' PANNE ASPHALT. IF ISOLATED DEPRESSIONS AlF NOTED AAJACENT IO SAWWT AREAS, UMITS OF PAVEMENT REMOVAL (AND REPIACEMENi) SHALL BE LNCREASED AS REWIRED i0 PRONOE SMOOTH PAVEMENT 1RRNSIDONS AND i0 ELIMINATE PAVEMENT IRREg1UR~DES, ALL AS PART OF THE BASE BID. d. COMPAC110N OF SUBCRAOE, ROCK, Ak0 ASPHALT SHAll BE I4 ACfg2pANCE Ni1H RIE WSD07 STANDARD SPEgFlCA71CNS. 5. FOAM AND SUBGRADE W~ECTKNN 8Y THC qtt OG YEIM/WSUOT Ic REWIRED BEFORE PUJRING CONCRETE. TWENTY-FWR HWRS NOTICE. fi RFMIIRED FOR FORM INSPECDgV. 6. SEE qiY OF YEJ.1/NSDOT DEVELOPMENT GUIDELINES MD WBLIC WORKS 6TANCARDS ANO WSOOT SPECIFlCADON AS APPLICPBLE FOR 1ESDNG AND SAMPLING FREQUENgES. 7. FCR WORK PoTHIN qtt RICHi Q WAY, ALL DISNRBED AREAS i0 RE N111ROSEEDEO AND SOIL AMENDED PER NSDOT SPEgFlCADON. CONTRACTOR i0 COORDINATE N1TH qtt WSPECTgl. Sql AMENDMENT TO RE PART OF BASE BID. APPROVED FOR CONSIAUCTION p - o,w E~ DATE:6-/9-oF4 ScIOPUENi RENEW ENgNEER APPROVAL EXPIRES: !a-/P-o9 No. Dale ~ F«, ~ ~~ M.»D,I. '~ 05/09/2008 aa~~ ~7. R ~(r`• ~ o SR 510 EXTENSION ROADWAY CROSS SECTIONS - _. ......_ -- PER"'? \ ~/ a \ ~ ROADWAY IMPROVEMENTS CR-2 1 _ _ _..__._ q~dH,. JN/MRB 7W0100a _ .,,.,-,~,~`• Aos~,R.N.w,=~,ill Tfwo ~esswo CAnpie,. wA935a1 rl~wp>~ssz~> YELM, WASHINGTON « ~~ . 0wet 6 d h 0 I IT A l~ 103RD AVE NE D3-SDI (SIZE TO dE DEiFRMINEO) I I (36' % 76') ¢j I R'-' ESTOP QN NEW POST '~ I m I I _.. S I \ - \ STA 221+085 STA 2674871. II'} Ri 4'. dEGN SKIP CENIERIINE SWpE, 16~ Li OECIN EOC£ UNE I ~ Ii~ II• ~ STOP DAR MATCJi Ek16PNG REMOVE APPRO%.--~ I ~ -69'8 PROPOSED R/W uxEFa - ----- E17571NG STRIPE Li:I z 1 ~ ~ 1 ~ i i ~ 1 ~__ __._..._.._.._..--. ~ ~ ~ I- _ _ 220+Cd I ' - Q .._ _ . .~..__ _ __~.._ 2 4+W _ = ..12TLQQ_.._.. _.._.1231 ~ I o ~ ~ PROPOSEO~ ' ~ _ . O 1 i I j \~59'R SR 510 ST0. 220481.88 ~ _ 10380 AVf STA 267+00.95 I h II 17 di I FUTURE R/W -- _ - -- - - - I I I STA 266+44} 11'} Ri I i 8 I % BEgN EUGE UNE ~ rT % MATCH EXISHNG I I / I IY/ ~~!,I~ T.17N R.2E. SEC.29 W.M. GRAPHIC SCALE ts"suo~x) - _ __ - _ __ _ - ~_ _ _ FOCI OF PAVcLEIR (iYP) BEgN EDGE JNE TAPER 35:1 TAPER ;~ -- ______ 4. __ - ___ __ _ ~_._._129.tD0_.__._.__ _~15tf~-_. .__ _ ___.--__-_--_.__ ..__... __, _____._.226301__________12Zt90__-. ~- ~_ .__ _ _ _.._ _ _ ~_ _ .- ---1243~L__.__ STATE ROUTE 510 ----------= ~ R2-I oN xdw roar -35:1 TAPER -REMOVE EbSHNC WAEFIC BARfl1ER AND SALVAGE TO 7HE qiY OF YE1.IA. PRONOE 71PE 3 BARRICADE PER W600( STANDARD PLAN K-80.20-00. - 231+00 ^ _-+_ _-_--+--_-I-_ ~" - - ---- .. ~_, _ AP. EDDEUUNE, 4' li I END EDGE UNE, 5' LT -'-"~----~-- _ . ~- - AP, 5(IP CENTERLINE STRIPE, 16' li END SKIP CENiERIINE SWIPE, t]' LT _ END EDCE UNE, 33' Li ~- _ - '~- - - ~--- _ _ _ MATCH EkISPNG FUUFE R/vl - - - - - - LEGEND F AGN ON NEW POST (PER WSOOT STD PLAN G-24.50-00 M'D C-20.10-00) PAINTED STRIPING LEGEND -- ~~- -~ SqP CENTERLINE STRIPE (10' UNE, 30' GAP) -........ EDCE UNE STRIPING SNP1L 8E PER YSDOi STANDARD PLAN M-20.10-01 AND M-20.30-0t WIN RPM'S PLASTIC STRIPING LEGEND (SEE SPECIAL PRONSIONS F~ PLASTIC) 24' N10E PLASRC STOP UNE ALL PLASRC SHALL OE TYPE 8 OR D ________ ___ r \n,~y~sor/sia wxcira lttD KEY MAP Ni.S APPROVED fOR CONSTRUCTION ~~ B : wvk+ F~~ DAIE:~_/P~8 EVELCPMENi RENEW ENgNFER NOTES ALL POST MOUNTED SIGNS SHALL BE INSTALLED PER WSDOT STANDARD PLAN G-24.50.00 WITH TYPE ST-4 SIGN SUPPORTS APPROVAL E%PIRE3 G-lP-o9 a r». oath; ey rB~N~«, oe~,~(wr, °-~°~- I--DS1s E` SR 510 EXTENSION --- .,.::.~. ~ o,.,w,, 'UV 05/09/200.9 _^. -4 - -_ _____ ~ - Q ~o ~ \ ~ ROADWAY IMPROVEMENTS STRIPING AND SIGNING PLAN CH-4.0 _ _ . ~~, ~ .q~ n ....... ... .... ... 606 tiW+dbR N.W.~Lite 311 i(:b0)R69XG ~, ~" "°"""°' "'""~"°~ YELM, WASHINGTON EXHIBIT "A'.; 7dn JJV RB 30001004 ~_, amox, wASew1 F 060pi~si6] NOTE: COMPLETELY REMOVE EXISTING PAVEMENT MARKING CONFI ICTING WITH NEW IMPROVEMENTS TO SATISFACTION OF THE CITY. ~a~ ' ~ ~ ~ ~ ~( € ~ x ~~~ F ,--~- -E° ~ -~:` ,TP~ST,~,~PP~R, .~,T.us~~T M~£cOpl.LLetll,~ Seto YRaN we utA Pt.,~,a..,,<~,~ ~.a..~~, ~~...,,.~.«~,.,.,~ .rRE~ 'Ilya ~ '.,m o~< ......_-' _ i ~~ 1' ~ '~, %oo,,:` ill`f`s O ~< 1 ~•~ ~' ,~ ETANDIIRD PLAN 610.10-00 .I. _~ ~+ uxaaw vmaeM ~p wc`wi wwneattmx wptcxacciwx rx ww~vwc~i trcx ®""' ~ menrw rracara STANDARD PLANS/OETAILS SHOWN FIXt G0.Y'rfNIENCE ONLY. CONiRACTIXt TO OBTAIN 40ST G1ftRENT VERiICN OF WSDOT AND/OR Gtt STANDARD GLANS/DETNLS PRIOR TO BID/CONSiRUCnON, AND ADHERE TO All AfPUCADLE STANDARD PLANS/OE7AILS o. ~.,ae .-i ~ •~ 1 1~ ` - TYPEST{SWN 8UPPORT wEwO eaxcr~ o°~alWr~y (I`ll t~,t ~ ~ ' I " 6TEEL N SUPPORT S'fALU1TH)N DETN uo..wc- yo ~~' ...xw,,,,,. S~TRNvD~I-R~D`PL`AR~G~]A~50.00 mmem.3 menu APPROVED F qi SIXJSIRUDIIGN B. ¢mw CXJ-<A-- DAffG-(P-o8 LOPYENT ftEWEW ENgNEFR IPPROVAL EXPIRES: (-(9-C9 No. M Date BX Revision Deecrptbn D+Wea Er Lrus oaL~ ~~~R a - _. .. - Dn~ap D5/DS,zme .~ ~ o STRIPI ® ~ ..~~ , SR 510 EXTENSION NG AND SIGNING - _ ~ ~N'7 0 ~ ROADWAY IMPROVEMENTS CH-4.1 ~Dr P+geNNoe DETAII~HIBIT "Aq '`'^.~.~~ Aos~,~N,Rx.w.,s~A<:.. Tuconeb9:ao YELM, WASHINGTON sbPLean JJV 1ARB 70001004 m<®vniu ar+rae, wa 98501 4llcol )86516> ~ vnw.YVL.w.aa USE THIS CONTRACT r k '~ ~ d/ .Aap ~S" ~ ~ 1~~ ~ ~ = ~ ` ~~~z~ ve- dh- 'L.,. ~~ ai; ;. 1-a' - l~ -~ ~~ro ~~i~ ~ cJ ~~A~ 4. '~o aw 4,. xy~ ~/~ vq _~~~_~_~ ~~.- .. N ( i j j ~ ~- .. i ",~ -'-"~ -_J tn"u`J,,\ Tr ~ L< ~' F F ~~ ~ rN~ ~`JAUII3£~F> ~9' .ea..R '~u•.v~~ "~ mma h< aowtECE"rGRUIIC a ooUBtE _- w.e-m.,.~z,n ' \~' / ~.~..~.c~7~~ ^ ~#-a~~"~~~ °"^`we : c ' ~ uNE ~~~ .b> " ,~.,~rfii'}Zi.,iao eXi7,C.. ...o~°:'.. mouNemnx", v mgFFlC 6 \ ~r~ ~ k".~ c.~a~~~~p~y.J~'~ C'+v"'K.G ~ ~~f ~~~- .""~ `Hoar ,..:'~'.?s.~,_~.>, _'~`N ~J fk, c3#9..xwtcLi`P~ .. d`~..o... Y" Y~ .-.+--~.~- I ~~~~~~~ ~ ~~~ ~ ~~~E( w.w ~~~..d.,+,. c ..,,~, it,~l 1 ~.x~ ..,z ~ m~ei~w i~nwwc W~6 w.~.v..ev. MWMIlAM M30.160t w,.,aamd~:~:`~, a~ ~~~l ~~ I t ~^ y ~~- A m t k I.. ~ I . >r>n .. , l ~~o .. STANOARO PI,<NS/bETAILS SHONN FOR CaNVENIENCE ONLY. CQViRACTIXi f0 C87AIN NOST tliRRENi `2)1510N OF WSDOi PNO/OR qIY S7ANOARU PIANS/DETAIlS PRIOR i0 BID/CONSIRUC170N. ANO POHERE TO ALL APPUCABIE STANOPRD %,ANS/DETNLS. ,l .,k.,.~~KU,c ~,.5.,'. 3.~ ~H~'~' LON6~ 0 HPL W gpIN6 v g~ 6fn opRO ~tIN M,TO.bp APPRO\fD FDR CONSTRUCMNi p ., ce.w(pt DA1E~- 4E1OP41EN1 RENEW ENGINEER APPROVAL EXPIRES: G -/4- 0 G L No. Data By Revision u«, o.+o»a e,+ I.,. osa -- ~'~ os/oo/zoos a"~ _ ~ -I "d"~"' ~ SR 510 EXTENSION ~~~ ,....._. _ _ If~~ _ - ~ _...._._ ._ }~ -.-., ~, PERIAIT ~z11 STRIPI NIN -]tY ~ • NG AND SIG G CH-4.2 ,2j.~„r ROADWAY IMPROVEMENTS DETAI ---- -.. _ ~~~ ~.~""`~'. -°'°""`, ~~°"".".w.. 'o"°I'~,s~ YELM, WASHINGTON cc » JN/4R8_ 30001004 O Mmax wA Sasoi v~xol~sxs~> HIBIT A Moan R.2E. SEC.29 W.M. ~ I I - p7RDE ARWNO UCHT I _ i STANDARD BASE i0 I I ~ i i PRONOFL MINIMNM OEPiI/ - ( OF BURY. I L1 4RADE ARIXIND UGNi I I 1 L2 ~ STANDARD BASE TO I i I /// PRONGED MINIMIUM DEPTH / / Cf BURY. _ _ _ PROPOSED R/W_ _ W ~. u I I Z ,- W I ~~ I z > I ' I 220+DO Q ... -f__ _ _~,_Q ..~~ , °0 22F+00~ 222+00 22J+0f ...._... .--f----1- I 'i _ _ PROPOSED R/Y% O I I / I SR 510 STA. 220+61.68 !4 X 10380 AVF STA 267400.95 / _ __ _ I 1 PUNRE R/1Y -- 1 ~C/ / '~~ -_t_,', I I '8 a~~ /19Sww0 an wx q nice •MV~ - oinr. snnc. Dro.I x.~g°I X01 - s w. mv.,ro +K m9O slro ~mw~ ao. sa s~axN1)i tRi NCN ftEStORAiION NOPcS: 10 rmu' ~w1 rtn* tt a.em~a r/..w.a.~. iunwo sasrwmVS wx wa. wra rm eruw avmra amLSwxo uess mv~m er Rimnrc onwi¢>Ixr Amw cvez+a.e+AWO. ~ %~ar. ni sem.~aas'"°rnu w.rt~w a M ~ nE auaenns wa smxstc~aal~IXlHw:m~t~rts:ia an~ Na nr wI~N.~P.:u~wo,nz-le1 ~ ~, ~ ~N ,an nF ~. nozawW+~s u 'mRm. ~ s oa ~ oaa w. aax¢ ,~u, we ouw.~ w, rzw~ o,.~«u nz _ _ I ---------------- __ __ `_ -~ -- - - ~- I EXISnNC UCHT _ _ ____ _ STANDARD - ___ _ _ __ PROPOSED R -R/W 224400. 225+00 ~ ~ - 2264DD ... ..__ .. .. _.. ____._... - - -'-- - - -'--' ' -- ... 227+00.. - - z2a+DD 12B+0C .I. ------- - - - z3D+DD 231+W _ _ STATE ROUTE 510 - - vROPOSED R/W - - - R/w - -' __--- NNRE R/W ~~__---____ _ LEGEND ® TYPE I JuNCnon BOX PER MSDOi STD PLAN J-ita ® SERNCE CABINET _._.___ CONWIi LIGHTING SCHEDULE LUN TYPE MAST MAST MTC. BASE . N0 ClROJIT DISIRIOUnON MM PRM NT. STARON, OPFffi STYE . WATTAGE TYPE 1£NCM (HI) 1 A HP6-MC -[ - lOJW I 16' 40' 103RD STA 267+64, 26.5 lT. SUP 2 A NPS-MC -L - 400W I Ifi 40' SR 510 6TA. 221+]2. 45.5 Li. SUP ALL UGHi POlESLiC BE^PA1NiE0 YLAI GREEN VCOORDINAn: EXACT COLOR WTH THE Citt OF YEIM. LOCATIIXJ of a~ SfTE ~ ~~. ~ _______ ~____``1^-'Q i~NnWF 9t 50]/510 DYNKCigt LOOP 11atx AFB ~%/ a P~iw KEY MAP WIRING S_CHEDULE_ RUN YdRE/ CADIE Ean6wr RELARNS AZE' (N AWG /6 AWG BB AWG BARE cRODUD t I-1 2 2 1 ILLUMINAnCN ALL NLW IAMUUliS 5110.1 tlL ttIUIU UALVANILLU 5111E (N.4.5.f C>~ 5'NC{E MAST ARM UCHT STANDARD WRE NOn O CONSTiUCnON ROTE CONSTRUCTION NOTES Lt FURNISH AND INSTALL NEW LIGHT STANDhRO AND ASSOCIATED HARDWARE. SEE LIGHTING SCHEDULE oN rHls sHrEr FURNISH AND INSTALL TYPE I d1NC110N BOX PER O WSDOi $tANDARD PWI J-Ita. L3 NRNISN AND INSTALL TYPC 8 SERNCE CABINET PER VKAOT STANDARD PLAN J-3. CONNECT SERNGE CABNET TO NEAREST POKER POfE AND CONNECT i0 POWER SWRCE USING 3-/J AWC N1RES. COORDINATE WITH PRO.ECT ENGINEER AND Gtt fOR SERNCE CABINET IOCAnON. CONTRACiIR TO COORDNATE M11H PSE FOR UCJIRNG SERNCE CCNNECnON, AS PART OF OASE BID CONR2ACiOR TO INCLUDE ALL WORK, COORDINARCN, fEES, PERMITS ANO HARDWARE REWIRED TO COMPLETE SFRNCE COYNECnON, L4 OPEN TRENCH CONDUIT CROSSING. REPAIR PER iHURSiON COUNtt UOUTY TRENCH DETAIL. ~~~- ~ 4PPROVEO FOR CausmuGnrn GRAPIi[C SCALE B . anwr-~ DATE:G-/9-o8 VELDYMENT ftEl1EW ENGINEER APPftOYAI EXPIRE: (0-/9-~9 LAS Sxolrxl No. Dete _6C ReNaion Description - o.L~.ba er I.. oaw ~~ D5/DB,72DD6 ~,ed• .,~, a ~, ~~y. ~ rrr SR 510 EXTENSION _- , ~/ ,,,~~~ ~ ~ ~ , , ~ L ILLUMINATION PLAN IL-5 0 _.. JY _ L/t ROADWAY IMPROVEMENTS . _._. ._ - .... -~ ~„~„~, P,~,„„ a„~:L,„~~ ~~,LAN.w.,aa.al TL~I> YELM WASHINGTON ~c ~~ -__.. .. .- JJV MR6 30001004 O a„ry wa sesm P 1x4v ~es•nsT , A EXHIBIT en~,nan T.17N R.2E. SEC.29 u,PpAf~`",` ~c41YE0BASE ^ x...•• ~rswv suve ~.- I Ke. 7. ~,~ .. ,...... ro.,-;-~y.; it ~~s~., r :, l I .., --~,a~~~~,i~-.... ~-t~ °dx w ,~~,.e<~v.~a~~`s (~ ''~il9f STEEL LISNi STANDARD lASC DlTAILS 6TANDARD PLAN J•16 Fb~,Oron i~9n0, Ce.,e.r .<e.. .e~••r<r~wv~ mac- .a.r.~,~.a r3<e. ce..,yc,ac~+~ lFa wx. ~ u/u/se •,, j ti 6+ r,• r-TAr. ~~ TYPICAL Cft0UN07NC DETAILS STANDARD PLAN J-Oa ~....._s~ -'~ ~-----~ -4~- ~~HU~ ~~== ~--_ F, iral[al AuxC.ipv BJx tOCAi10u e,........,. II: ~ea~~ .o ~,.~ r:n.~ z•` s~vn ..o-~...a .e I\r.v..w~. ~~~ ~~ ______.___ c_..._...: ~, .q..,~,i.~;se. ., „F.•;,..~..NP fexo'e° xIP wsf.<. ,.<..... ~.. `I ~ ^^. ~e OF.iAIt A v~,v v.~ LIC:NT STANDARDS MIRING DETA343 ',, ~r STANDARD PLAN J-le _- ~ e r. . Mrt, i i ..<.~, J ,~~~~~ cen..a.eem;cT„e.,m ~w>wam~s~ex~m.,~m r. b~sa~ ad`me,;,eew,e,m~.m° sq° .aso.~~„»,~.~~,..~~~A.~~a~.. ~3 .~. ~. PaUR ~ M MA. 0~ I. 1R :Ittti ~I ,A' a c`'~~~~0 P Dill wawTE nvm~ oxx/ Ills •_-~ ~.rn--ic'il I It ~~c~{i~~~/~ yep ~~~~I S Lpp11Oq STANpA~JUNCTI~ON 80X ..~w.,.=~ `woww. ~w.n ~~y?~/-~'/}\y~~~ r mum r s[<rox O ~nFxu. w -~\~~Y ~.wxe~ STANDARp P ~J'aism «..ncwou ~"io~- WS)OT STANOPRO PLANS SNOXN FOR CONbENIENCE ONLY. CONTRACTOR i0 OBTAIN HOST CLRRENi 4ERSiQ': qN N500T STANDARD PLANS PRIOR 70 NID/CIXiSTRUCIiCti, AND ADHERE TO ALL PPPUGA%E STANDARD PLANS ~OSfs .n:Myou e ~~ <w.~ed, .,~,. ,. ~~~::~ .,. .~~ t~ea.e. a sew ro ., ~~ J' m ~1 ~ ___.. I o ~ T' ~~~' ~ u~ ii ~ - ,r ---i i5 8~.~-= OATEN-/%~8 vELOPNENT RENEW ENgHEER APPROVAL E%PIRE>: (s-/5'-O `J No. Data By flevteicn Deacriptlon o«~w EY ~n D.ta '~ N. ~'~~'~' ~ DS/DB/zo~B ~ `°""~.z SR 510 EXTENSION _.. ~,~' PERNIT ~ ~ 1 ROADWAY IMPROVEMENTS ILLUMINATION DETAILS IL-5.1 __.... _._ ~«.~ ~ ,p.~ ~A a~N~: ~„°.;,~~~ 6p6fdnd5S,x.w..Ewreitl il>~,>J~N cc ~, - ~~~ wDOTODa o «r~WA~:o, ~„~ns, YELM, WASHINGTON EXHIBIT A„ a.eEn~rn