Dickey Creek Bridge - Repair As-Built.pdf

N.F. TEANAWAY RD. BRIDGE #16203 REPAIR

RR9016-10

BOARD OF COUNTY ÇOMMISSIONERS

PAUL JEWELL, CHAIRPERSON

LAURA OSIADACZ, VICE-CHAIRPERSON

PROJECT OBIE O'BRIEN, COMMISSIONER

LOCATION

DIRECTOR OF PUBLIC WORKS

MARK COOK, P.E.

COUNTY ENGINEER

%e LUCAS HUCK, P.E.

CLE ELUM

TEANAWAY

SHEET INDEX

TITLE

1 INDEX & VICINITY MAP

2 GENKRAL NOTES & SUMMARY OA QUANTfflES

0 1 NIILE

3 ÈXIŠnNG P(AN þ REMOV4. & RÇPAIR DFTNÇ5 I i I + CURB & RNLING DETALS

5 CURR & GUARDRAll DFTAlts

V CINITY MAP

SCALE: 1"- 1 MILE

¯fLE

NAME: SO1-TEN.DWG DE DEPARTMENT OF PUBLIC WORMS

N.F. TEANAWAY RD. BRIDGE --DATE 07/21/2017

S1

DESIGNEDBY: M. Frytnoyer Knowwhat•sbelow.

ENTEREDBY R. Torgeson suunnoo Ûallbeforeyoudig Kittitas County, WashingtonDOUNTY ENGINEEftL Huck *"""

- " , i 11.22 N. RUW R, m£NSBURC W 2592 .g, i i INDEX & VlCINITY MAPW. DIRECTOR M. COOk REVISION DATE BY *'"

(509) 552-7523 erww,co.kWIHen.wa.us

DME

GENERAL NOTES

I. ALL MATERIAL AND #3itKMANS-iP SHALL SE IN ACCORDANJ Wilit 7HE REQUREMENTS Or TŒ STAlE OF :7. CONTRACTŒ SW.L 000 NAT WT4 C JulY U 00W TEWef.my 1Y% 3 COWQETE ŒRG 07.N PRD.ECT OODWASHINGTON, DEPARTMENT Œ TRANSPUTAllcN'S

°STANDARD

SPECIFICARENS FOR 9041). EilΠAND C0tF E191. DUBL Vt

MuktlPAL CONSTRUCTION , DOED 2016 AND AU. AMEhCLENS REL15iêN5 THROUQi ;UV Z. 2017.

ABUT Alt!VENT

16. CONikACTOR SrWL SliiWIT A CAM e SF3TM WRo.FfxM (RGnä 90ATMS AND ŒWEH117\31 B BAlgTHF DIMENS'ONS SHOMi N THE PLANS FOR THE ELSIM SWICT ARE BASED ON DUDN DRRNGS PRODUCE ALI PRODUQis EMLL EF FAST i3TM A43 NN-Syn. NTRAC10R SMAIL EIAR 9.2 W, BOT 83TIONTl£5E DIMENSKlNS SHA.i. BE FELD YERIFED BY THE CONTRAC10R AND S'JMTTED ON PLANS TO THE D?mENŒ V3RAliaN tm':D SOT:¾ c UMERI.ES A119mC FiALL ISO D ACRDSS IRDŒ AT A Maltu cy ¡¡gyg¿¡¾ENONEŒ PRIOR TO SEENhitKi CONSIRUCICh OR SHŒ FABRICAT.DN THE ENGINEUi SHAM BE NOTÆlED CF OF 5 MPH F ON ikpcE DENG P S Œ TTr'•si.

CI CENIDLWEAliY DISCRE'WCES ON IliE SUDMITTO PLANS.

CLE CEAR

3 1HE COkiRACTOR SHAL AOD DAMAŒ To frlE IXiST¾ REINEORONG 57EEL DURING BROGE CURB St3f0VAI. CONSi CONSTRUCTŒl AND INSTAllATW OF RESIN BONDED ANCHORS A.NI) llfEADED ilARE LOCA Hi OF THE DRii]E) H0tES BO DEMOUTION SH0m WI THE PLANS ARE ADPRO)GMATE PRIOR TO DRIUJNG HCi.ES IN CONGiETE THE CfNTRACTOR SHAU- SUMMARY OF QUANilTIESUSE NON-SE51RUCTIVE 1ES11NG 10 LOCATE ALL flEIRR)RCING STEEL AND AtJU5Ï ÏNE LOCATON OF HOLES TO

CLIAR THE E¾SilNC BARS flNAL HOLE LOCA110NS ARE SUBICT TO THE AFPROVAL DE THE ENONEIR. NECT NTS ORitl]NG THROUGH THE RE1NFORŒ¾ENT IS UNAVCfJABLE AND APPROWD EY THE ENGINEER IT Wli Œ NGRTH FORK TEANAWAY RO. BRIDGE

STINODENTAt. 10 TH£ BD GRIS.

5UGGESlED CONSTRUCTION SE0tWNCE KIT1]TAS COUNTY

A} MARK LCCATIDMS OF BRIDGE RKL POST ANCHORS

IN N HESB) LOCAIE DISTNC TRANSVERSE SARS IN GIRDŒ FINIGE AND ST1RRUPS JN GRDER WB 11E4 WJMBER STD. ITEM NO. U¶T lia! INT NTERŒ

C) AlkUST LOCAllON ΠPOST AND/OR THREMED BARS 10 AVGD DR3ti!NG THROUGH TRA4SERSE BARS AND r syyy PREPARAl10N LT LETT

Mik MINIMUM4. INE CONTRACICR 5HALI SUSMIT TWE 2 WORKING DRAIANGS SHOWlNG PROPDSED REMOVAL PLAN DE 1 LE 0001 LUMP SUM MGBL2AT10N NOT NON STRJCTlŸT TEifíNGPORlDI OF EXISTING BRIDGE IN ACCORDANCE ETH STD. SPEC. SËCTION 0-0LB' 2 LS 0259 LUVP Suk WORK ACŒSS N15 NOT TC SCAlf

OG ON CENTUt

5. 1EE CONCRETE IN INE BRIDGE DECK AND CURBS SHAil. BE 40000. All DTHER CA5T-IN-?LAŒ CONCREIE SliMCl'¾ PAW1 PAVEMENTSiALJ. BE CLASS 4(EC, UNLESS NOTED 01NERWli

3 LS 006' LUMP SUM REMOVING PORil0N OF EXISING BRIDŒ PL PLATE R RADUS6. AIJ. RElhFORONG SIEEL iNŒUDING lHREADED BAR SHALL 9Ë DEFORMED BARS CONFORMMC TO AASHIC kl31 4 55 4410 UNEAR FET BROGE RAIL TYPE THRE BEAM RENF RONFORCËMENT

OR ASTN A706 GRADE 80, itNLESS *ICTED OWRWISE.

5 LS - UJMP SUM GmER FiANCE REPAR SI EIGNY

SPA TACiN3 7, UNLESS 01NERillSE SHOW iN THE PLA.4 THE CONCREE COVER MEASURD FROM THE FACE OF TH£ IRAFF1C SPEC STANDARD SFECiflCA110NSCONCRETE TO THE FAC£ OF ANY IDIFORCINC BAR SMALL BE ONE AND ONE HALF IN^lE6

6 13 6757 UNEAR FEET BEAM GUARDRAIL TWE 31 W TYPICAl UNO UhlESS NOED OTHETMSE

8. Att EXITEC2 CONCRETE CORNERS AND EDGES ENAD. HAW A

3/4° CHAMFER AND AU..IN1fmR CONCREF 7 1 6746 EACH REAM GLIARORAIL ANCHOR TNE 10 gj wiyN

CORFERS SHALL HME A 3/4' F1tlET. 6 2 6760 EACH BEAM CUARORAIL TRANB110N SECTION T)PE 23

9 1 6719 EACH BEAM GUARDRAIL T1PE 31 NON-Fl.ARED TERMNAL2 1HE CONTRACTOR ShALL PLAN AND CONDJCT THIS WORK IN SUCH A MANNER THAT NO OBJECTS OR FCREiCN -- -

MA1EfdALS SHAtl FAli FR0ki INE m)RK ON THE BRIDGE TO THE RIWR OR GROUND. THE CONTRACTo'S

10 20 6727 UNEAR FŒT EXTRUŒ0 CURS

MD 100 FOR ACCOMPUSHING lHI5 SHAU. BE SUBMITTED AS ïYPE 1 WORKING DRAWN 5 AU. COSE 11 1 6971 LWP SUM PROJECT TS1POR‡.RY TR.4FFit CONTROL AS50CIATTD WITH THESE REQUIREMENTS ARE CONSIDERED TO BE LNDDENTAL TO THE COST OF COWSTRuct

10. IN LlEU OF RCCCHENED JDINT, FOXY BONONG ACENT MAY BE USED AT 1EE INTRFAΠBEihEEN Erstso PAYMENT NOTES

CONCRDE WO CONŒ"

LEGENDL "REMOVNG PORTS OF EXISTNG BROGE SHAiL INCLl]ΠREM3VAL OF PCRTION OF BRIDGE OVERLAY

11. REPAIR OF ANY DAktAΠTO THE BUDGE DECK OR OTHER biEMEERS DLT 10 ORILUNG DR OTBER AND BRIDGE CURB.

CC*lSTRUCil0N AcilWilES SHAl BE INCDEfGAL TO THE COST FOR BRIDGE RAltkJG.

IDENlaES SEtilcN.

2 BRIGŒ RAR. TYFE trlRIE BEAM MAU. rillDE P RWISHING MUNSTALLtNG ¢0WJŒIt CURB. VIEW CR 0 TAIL 12 GllMORAIL POST LODABONS AT Pf60Œ APROACHES ME AP3ECWATE EWJNEER W SIM (WAL LCCAll0N PCST BENFORCBdENT N llOING THREADED BARS DREîlkC HŒES FOR ANCHONS/DOllELS/IERADED BARS, POSTS'

-- TAKEN OR SHOWNlOTONS, ANCHOR BOLls, PLATER xmED TlWE BEAM Re NO COMECHONS (AU owomTS SHow nacE RAL lWE BRE BW DET4L ON PA 54) N.L COSTS ASSGOAiED WEB 10CANG EMISTING 18AR

13 LONGliBDNAL REWORGalENT W ŒNCRETE CURE §iALL BE CC*ITNUCUS ¾Di A 2 FT k!N. SRJCE. SHML BE WJIJDED lW llE UNiT COhitACT PRŒ FŒ 11RDŒ Ekt TrPE islE EMM'.

MARAI.5.

3. 'C!RDER FLANCE REPAf SHALL INCL1;DE AU. 00915 AS600ATED NTH R£110VAL OF DElAblNATED (DimEE, 51EE1.. POSTS (m IEW; AASNTO MI70. GRAGE 50 PER WS)0T 571 JEC. Fût.18 1194 GF CONCREiE SURFACE TÆ.AIMENT Œ

A 9BASE/Malgt PtATE AASHIG M24 CRADE 50

GROUT: GROUT TYPE 2 (NON-SilWK) PER WSDOT STD SPEC, 9-20,3 GROLR FLANGE REFAIR CONTNNS lHE FOLLO O AFFADUATE DJANETiES OF MATERIALS MO MiltK•

EPDXY BONGRIG AGENT. (POXY BON-G AGENT FOR DDE.S AliD ANGIORS SHAU. BE TWE IV PER WE:07 STD.

SPEC M.1 . 9 REFAIR LOCATDIS (AT EMST GUARDRAIL. ANCHOR LOCA1BIS)

FAtt REPAl MORTAR TIPE 3 PER WEDUT STD SFEC 9-20.4, ML BE LOW SHRWK, HIGH EARLY S OGTH. 4 SQUARE FEET REhl0VAL fŒ.PMi PER LOCAllON (SURFACE AREA INCLUDES E30E AND BOTTCM OF FLANŒ) Fibl5H STEfL POSIS m BRIDGE. ANCP.0RS AND PLATES SHALL BE CALYNZ2£D PER AASMTO 4t|11 MD WSDDT 512. DBAMM.? 5 UP TO 4 IN DEP111 (MEASURED FlKN CLOSER Of EBCE OR BOTTGV Œ ILANŒ)

SPI C. 9-06.18

AN11-CDBROSW TREATMENE PER WSDOT GID SPEC 9-05.H2)L APPLY PER llANUTACR1tElfS RECOUWOICED 704 Y E COA I ΠΠT CO lcCH IN MN lHE WE OCEDilRES/HiltKNGS

THET GUAN1)?ES IKTORE SUSiilTENG A 20. ti0 K)JtiSllENTS C NER THAN FOR APFit0'F3 ŒANDES MLL

MAIX IN THE LUMP SUM CONTRACT PRlΠFOR 'ORDER FLANΠREPMY EVEN THOUGH THE ACTUAL

15. BEDŒ RA1L T)PE THR'E BEAM SHAL1 MEET RECWHIEN15 OF WSDDI STO SPEC SECINN 6-06. BEAM GUMŒg GJAfilI3ES ŒGIJPED MAY DEMATE FROM THDSE L151ED.

SR CONFOW TO W5W LlD. R. ŒŒW EU.

BRIDGE RAIL DESIGNED

16. ou WAY (ALHHAENG CWC110N) TR4GG SMALI DE MNNTOS ÐELO NG VJTU lUFORM WW1C man FOR 10 KIP LATERALBEST PRAC¶ŒS. CONTRACTOR SHALL S)BWif TEMPORAlff SIAFF10 CWflRQi, TYPE 2 MRKING DRANGS TO THE

NEER FOR APPRCVAL PRIOR 10 00WD ONC VŒK. PlAN SIALL ADDRESS TRAFTIC 0047R . DJiNG WORONG AND VEHICULAR COLUSIONNÐ-WORKING HOURS

FORCE

so2-Tes.owo CF PJSUC WOWS N.F. TEANAWAY RD. BRIDGE ----i- ---

S207/21/2017 . rymoyer

Call m'a e you ---------------- I9999 Kittitas County, Washington !

GENERAL NOTES & SUMMARY OF QUANTITIES

ME REMUAL PLAN (04 PUM\cu c4 Ey,sylu eth bef¢ cor b is pateA remod +¾\5 of Ÿlk o Oní

0K YÞ LJ

bo¥ ber€

I

54 8

EXIST TYPE 20 EXIST CURB UNE

GUARDRAIL

ONE WAY ALTERNATING OIRECTION

/ DuRING CONSTRUCRON

TO HWY 970

ENSWG TEMPORARY T_TP( 2

CONTRACTOR TO PROVIDE ADDRIONALCONCRElE BMRO SEE 1RAmC CONTROL DEMCES, SEEGDERAL NolEG ON S2

GENERAL NOTES ON RAN 52

EDGE OF PAVEMDIT

LEGEND:

BROGE REMOVAL AREA

NORTH FORK TEANAWAY EX1STlNG BRIDGE & REMOVAL PLAN

EXIST GUMORAIL ANO

POST HAVE BEEN REMOVED

REMOVE ExlST CURB .AND o RI.AY

2' 2" PRESERVE EXisT REMO€ EXIST

CUT AND REMOVE

MAX

CUT AND REMOVETRANSV REBAR CONC CURB \|2" ŒEP

SŒTS MN. 2' FROM 1/2 DEEP

801.15 MR 2" FROM 1/T OEEP PREPARE SURFACE PER.

SAEUT

ŒNC. SURFACE CONC. SURFACE SAKUT ACI RAP GULLETIN AND. PRESERVE EXIST

MORTAR MANUFAC1URERSTRANSVERSE REINF 1/2 OEEP 5AIKIIT ¯¯

REMOVE CONC TO REMOWE CORC MN ---

RECOMMEIOATION5

CN TRMFIC SIDE --- FACE OF RONF - -

. 3/4" BEm0 RENF - ...iL-EMIS¶NG CURB

CF CURD

i r - - ctent

IRER EXPDSEDGROER FLANŒ- EXIST SPALL/DELAMINA110N

EINF MORTAR PAT RCœCOARNG

« ocer s- f UN FROM DGE SECTION B SECTION B SECTl0N B

OF TRANSV BAR

CASE 1 SPAU./1)ELANINA1\0N

CASE 2:SPAL.L/DELAWNABON

FNSFED REPAIR

GRDER EXIST SPALL/DELAml(ARON & EXTENDS NO FURTHGi THAN £XTENOS BEVOND QUTSDE

DUTSIDE FACE OF RONF. FACE OF REINF.

CURB REMOVAL AND GIRDER

EXlSTING GUARDRAlL, CURB FLANGE REPAIR DETAIL R FOR BOTH CASE 1 AND CASE 2

COMPLE1E REPAlfts ACCORDNG TO ACI RAP Butl£TIN 4 FOR FORM AND POUR REPAIRSOVERLAY REMOVAL A AND ACCORONG TO AD W GU m 6 FOR HANO REPMRS.

SCALE: 1"- 1'-0" -

RENAME: SO3-TEN.DWG DEPARTMENT OF PUGUC WORKS

4 H.,,, N.F. TEANAWAY RD. BRID GE --3ATE: 07/21/2017

S3DEsfGNEDBY. M. Frymoyer Knowwhafsbelow.

Call befwe you dig.

ENTEREDBY: R. Torgeson CRP.NO 1so15mAvenu..w.1 Kittitas County, WashingtonCOUNTY ENGINEERL Huck "" """" he ' yP,W DRECTOR: M. Cook REVISION DATE BY sm a sv. Immune se e sta

EXlSTING PLAN & REMOVAL & REPAIR DEfAILs 5

NORTH FORK

BK TO W

TEMIAWAY I NER

EXIST $5 0 10" GC

g7 GALY BAR. TYP, ADJUST

SPACING TO Avolo EXtST

. - I -L 1_ _ _ __ IRANSVERSE REINF IN

CURB LINE

I GIRDER FLANGE AND EB

TOP OF 1HRIE ( POST

BEAM El£WENT

T RADIUS

END DIAPHRAGM, TiP

RDR

E Al

2 TrP

5 8 x HE1/2 mix15

BOLT & NUT ROUGREN

TOP OF LOCK WA5HE EMIST JONT

TO HWY 970 . CVERLAY fx4°x3/8"

GRVWO

POST __ ____ PLATE

DETAIL savn.zco SCALE. 15 f-0" - HEAW HEX NitT

SEE DETAIL I

ANO WASHER

(4) PAIRS OF ¢4 DOWELS AT E0 SPA

T1P EACH POST

(4) PAIRS OF g4 00KLS AT E0 SPA

FOR 11P AT END POST

EXŒPT END POST

ffP GETWEN POST5 (4)g7 GALVANI2ED BARS W/

CUARDRAIL - - - - - - - - - - - -- - - - - - - - - - - 1HREADED ENDS, 3'-D"

DETAILS SEE NEW CURO ($NE/FACE OF FOR CUARORAIL EMBEOMENT IN I 1/B"i CORE

1HRIE BEAM GUARDRAII. 8 1/4 DETAILS SEE

DRELEO HOL£. FILL WilH EPOXY AT Um

I (IYP) RESN AT EACH POST LOCA110N

E0 EG 5'-3" i

LOCA1E NEW GUARDRAIL POSTS BE1WEE‡I

E DETAIL

EXIS11NG PO5T LOCATION (TYP}

END POST

D POS BRIDGE RAIL TYPE THRIE BEAM A

NORTH FORK TEANAWAY BRIDGE PLAN seu <= <-o - !-2

SCALE:

1/4·- 1-0°

HEAVY HEX NUTS W/

toe assens w

OR 5/ ANCH 2

1"¢ ANŒ0R 5/ß"o ANCHOR

PL 3|‡, SEE 0"

4 CORE DRLL FOR 5/8's 4 1/4 10

RESIN 90NDED ANCHOR 3/4 1 1/2 PL 1/2x10xf-2 1 1/2"

(£MBEDMENT AND HOLE

I 2

TOP ΠSZE PER MANUFAC10RER S .-

RECONNENDATION, 6 MIN) PL 3/4x10xi-2

0WRLAY

I |

4 DOWELS DRILL 5/8"a x 3 Ex15 POST- - HOLE SET WITH EPOXY RESIN. TYP 3/16 , EXIST EDΠ-

OF GIROER

PL 1/2 - 4 1/2 3 1/2" i 11/16 i ROLE

CCRE ORAL 1 1/2"9 BEm£0 FOR 5/8"i BOLT

HOLI FOR ANCHOR 4" 1/2" 3 1/2" WASHER, CORE DIIILL FOR 1's RESIN

NO1E FOR ADD1

TYP BONDEO ANCHOR DETAILS SEE

I 1/16'E 1 5/16" SLOTÐ

RECOMMENDAT10N, 1-0" MIN)

HOL£ FOR 1"i ANooR PORT L11/16'x 7|8 SLOTTEC 1 1/16"x 1 5/18" SLOTTED 11/16"x 7/8 $LOTl£D PL 1/4

1/4 HOLE FOR

5/8°9

ANCHOA HOLE FOR 1"¢ ANCHOR HOLE FOR 5/8"9 ANooR NB1E: HORI20NTAl, THREADED BAR NOT SHOR NOTE: HCRI20NTAL 1)IREADED BAR NOT SHOW

CURB AND POST DETAIL 1 CURB AND END POST DETAIL 1A BASE PLATE DETAIL 2 ANCHOR PLATE DETAIL 3 ALTERNATE POST 4 $CAI,E: 3=!'-0" - SCAtE: I"=1 1/2-0 - SCAL£ 3'= l'-0" -- SCALE 3"=

1-0° - NO SCAtE -

FILENAME: SO4--TEN.DWG DEPARTMENT OF PUBLIC WORKS

a N.F. TEANAWAY RD. BRIDGE - =r-

ATE: 07/'21 2017

or , 54

DESIGNEDBY M. Fryrrioyer Knowwharabelow. --.-.--

ENTEREDBY: R. TorgeEOD 1 smanoo ., OSIlbeforeyoudig Kittitas County, Washington DOUNTYENGINEERL. Huck - c""" o th2-s= s..u.v 21.. rune..... w - ""' I Y CURB & RAILING DETAILSR W. DIRECTOR M. Û00k REVISION DATE BY = =

(sos) se2-Tsza www....kumaa.wo.us m ri I i * i i t ( | g7 GALV SAR, SEE 54 FOR DETAILS

UK OF PAYEMENT

I I

811100E CURB 10'-0"

CURS LINE

EX18UDÊD CURB SEE SIO ALM Ÿ-1042 ÌYPË 1 CA TYAË 4

NESTED 1NRI£ BEAM

NESTED lHRIE 6EAM

NESTEO

THRIE BEAM

EX1RUDED CURB

END POST. TYP

EXTRUDED CURB DETA L 1

SCAL£: 1 1/2"- 1 -0 54 -

1|† PREMOLDED

JDINT FM.L£R

oc cuRe- 10 NE

B AT ORIDGE)

SCALE / 0

NOTE THRIE SEAM NOT SHOW FOR CLARITY.

EXTRUDED CURB ELEVAll0N A SCALE: I 1/2"= f-0" -

N FA

RIVER

TO HWY 970

BEAM CUARORAL BEAM BEAM CilARDRAL TRMSilIGN TYPE 23 PRIDGF ftAll NEsifD THRIF EAM BRAM GUARDRAL TRANSITION TIPf 23 BEAM GUARDRAII TYPf_11 NfW-FjAA¶() l¶AAANA|

ANCNOR TYPË 10 GUMt&tAIL SEE SlD PLAN 0-2526 $(E PI.AN $4 FOA CËTAIL$ SEE STO PLM C-25.26 SEE $10 PLA C-22.40 TyPE 31

12 -6" STEEL JIS SHALL b /p BE 8' a 'ONG b

STEEL POSTS SSALL

gg g _g- LONG

STE£L POSTS SHALI.

$E£ $10. PLM C-23.60 F I RST 3 POSTS BE 9'-0 LONC

SEE STD. PLAN C-20.1o F I RST 3 POSTS

GUARDRAIL PLAN 2

SCALE: 3/32"= 1'-0" 54

lLENAME: SO5-TEN.DWG FEDERAL AID DEPARTMENT OF PUBLIC WORKS a , N.F. TEANAWAY RD. BRIDGE --

JATE 07/21/2017 PROJECT NO.

e - S5

DESENEDDY: M. Eryrnoyer Knowwhafsbelow.

ENTEREDBY R- TOrg*5On C.RP.NO .no Callbeforeyoudig. Kittitos County, Washington

COUNTYENGNEERL. McuOCNk

REVISION DATE BY

m 2.

pW Om

41 N RU7BY W. E R WALG6926 I CURB & GUARDRAIL DETAILS 5