Laserfiche WebLink
s � <br /> � <br /> WIRE MESH PER WSDOT OS' w m <br /> CONTRACTION w 3 <br /> CEMENTCONCRETE . �o : orcuRoxp � o" � nceorcuaa Fnc� ovwae � � ru. � � � <br /> . • STO. SPEC. B-14 JOINTPER . _ e - - " an� vn . -� �. ' ux�,- � R <br /> OS' <br /> �ETAIL � <br /> PAVEMENTPERWSDOT a . o �� - - <br /> O . _ ( iM0➢ � �PES ( 1 . 5 vx � w <br /> CRUSHEDSURFACING a • 4" SCH. 40STEELPIPE un*a.aw�E � , i w.opEnwmwv �n'ox�e ' ��ONjP �cErzowwar o ry <br /> "v TOPCOl1R5EPER �� FlLLE�WITH �nix, e; ' +mnmu. ' � - � ��rix� ponownv �rz � � � - � qrz��rvi vwowm <br /> . . WSDOTSTD. SPEG4-04. COMMERCIAL p�o-,�,av i � . e�� ' � woww.r � �rox � � Lry3z <br /> � • CONCRETE WITH TOP o � -.= -;, ar -�- p e _ - _ � � ■ LL > <br /> � <br /> ' ` <br /> ROUNDED Q � � � V <br /> �SUBGRADESHALLBE - � � g. � � Q <br /> PREPARED PER WS�OT 0 ] � 0 5' 0.1' PqVEMENT OR �� , r , � a:Mr eirv. � .cni M F ry <br /> STD. SPEC. &O6. n m � in ' e <br /> RNISHGRADE _ _ _ _ _ Q �>a*oevewvexrqr;xc� � � <br /> W <br /> ADJACENT . y i _ <br /> 3/8" TO 1l2" R PAVEMENT PER <br /> 3I8" PREMOLDE� JOINT FILLER / � i � � - OUALFACEO CEMENT CONCRETE CEMENT CONCRETE DEPRESSED C11R9 SECTION <br /> YLANS <br /> PERWSDOTSTD. SPEQ9-04.1(2) SIDEWALKWITHINTEGRAL ".�i" � TRAFFICCURBANDGUTTER TRAFFICCURBANOGUTTER onvew�aE.7a�„cEs <br /> THROUGHFULLOEPTHOF � 3" COVER <br /> � CONCRETE PAVEMENT CURB OVER FOOTING <br /> `� T �~ . . ��! '� •.-T . trz'IiH � CEME LO CNE�NL NOTF �S '� AN Q <br /> i a. - z ve�� To ira•• m a �. a � a �C� oe w �,p <br /> � 3�8"T012" R � 1 � sowm�wxoavn.e - ���'"� en+n � seesune.mv�anFwiom� cumexoa�so� a�o �j E � o <br /> COMMERCIAL b pErE vu�esraow ^ comrano� �omsoai �esees�naa�a JF ��. <br /> EXPANSIONJOINT (EJ� �r z CONCRETE I �— �'�•�*oP��� - � � sce�i�i=auensecnoni�o�.�esn�m� Sy z <br /> � . I�.°o'° E�. �o�.F.. A ED amr�ai ,ec�,eme�rs :�.� <br /> � <br /> . . . :a � � . . • <br /> . . . :. • • emruea >.¢. .rvvaEmam °.n R 9 °j <br /> 3I8" PREMOL�ED JOINT FlLLER �� a • � o� � `0s �oN TE�NG�= <br /> 3I8" TOV2" R CONTRACTIONJOINT �CJ� � �'-0" CEMENTCONGRETEPEOESTRIANCURB CEMENTCONCRETEPEOESTRIANQIRB <br /> s <br /> PER WSDOT STD. SPEC. 9-04.1(2) er cuna a�xrs, uxowcs, <br /> THROIIGH FULL DEPTH OF <br /> � CONCRETEPAVEMENT �xoowrvsw�rax.axces 06-OS-2018 <br /> NOTES�. NOTES�. <br /> 1. DEPTHSARECOMPACTEOTHICKNESS. 1. ALLPIPESSHALLBEPAINTEOTRAFqCVELLOW. o V + �t��G' <br /> e ' � Q (FlXE� STRUCTURE) 2. REFERTOLANDSCAPIN6PLANSFORJOINTING 2. COMMERCIALCONCRETEPERWSWTSTD. SPEC. p <br /> � - .� LAVOUT 6-02.3(2)B. w xeorooae .. . rnceacune �ncEoccoas "'� '` �V$� <br /> 3. REFERTOWSOOTSTD. SPEC. B-14. LL � - - , . � receorcuae _ `� L � p <br /> ISOLATION JOINT m "" � , � I— Y <br /> 4. MAXIMUMCRO55SLOPEOFSIDEWALKSHALLBE J� <br /> 2D0%. REFER TO GRADING PLP.N FOR �ETAILED o � 1A0P __ _ , � vrox�e n��� <br /> GRADING. ru.�v � r�irviu - <br /> �zlrvv �"VrvIR 1211N1fl - �f�. 5 <br /> - vonovwr � ' � i � � � .r�u��� r :i\ <br /> CEMENT CONCRETE SIDEWALK - ON SITE � FIXED BOLLARD � p°^�'^� ", ' ", ` p°^"""" ' :� ` "°""","" <br /> � � � r � STANDA DOPWNF� � .� ... <br /> i <br /> SCALE' NTS � SCALE�. NTS 4 I <br /> ` E GUR83 <br /> 1 -'10.'12-03 <br /> il4" WIDESAWE� _' _ _ _ _ ' ._ ' _ shse* �or � s„eer <br /> CEMENT CONSTRUCTION JOINT PER mruo�o roa PoeucnnoN <br /> CONCRETE WHERE ��4 WSDOT STD. SPEC. "-' -'�1� � <br /> SHOWNONSITE 5-0538A DUALFACEOCEMENT CEMENTCONCRETE MOUNTABLECEMENT � ,ro. s� a�,,,�Ma�q,�,,,,�, <br /> P�N � , CONCRETE TRAFFIC CURB TRAFFIC CORB CONCRETE TRAFFIC CURB <br /> 6 5" p <br /> R» s 5 R 112" CONTRACTION JOINT � <br /> � APPLVCURINGCOMPOUN� TOSLAB CEMENT CONCRETE CURBS - ON SITE � <br /> �O FACE AT A COVERAGE RATE OF 300 PER MANUfACTURER'S SCALE' NTS � J <br /> - 3l4" WI�E BV 1" DEEP MIN. <br /> SF MAX PER GALLON TO ACT AS A TOOLE� JOINT. RLL WITH �ETAILS <br /> � BOND BREAKEft AT LEAST 48 HOURS PAVEMENT SEALANT. TOOL � � <br /> � PRIOR TO PLACING NEW SLAB. JOINT IMMEDIATELY PRIOR � PRECAST CONCRETE NOTES Q <br /> 9' TOINSTALLINGPAVEMENT WHEELSTOP � <br /> � � SEALANT. <br /> � I �IAMETER PER TOP OF REINFORCING c E Q <br /> � w w . T I � MANIIFACTURER'S BAR FWSH WITH TOP r %/i i ��r" °M U <br /> -� . .� � W Y � DETAILS OFCONCRETE D <br /> 12' PREMOLDEDJOINTFlLLER Qi ' • . � '. • • - • �• REWFORCING .p����y � ou�mwsuoivenonnosvecuunoxs��F � <br /> PERWSDOTSTD. SPEC. aF PER nr �.>ruce _ . coxoxnecu.nswvnenrvawoeeom.x� �. <br /> 9-04.1(2� THROUGHFULLDEPTH ry (FIRSTPIACEMENT) (SECONOPLACEMENT) MANUFACTURER'S revernrx� \ <br /> OFCONCRETEPAVEMENT p DETAILS � . ; p ` I " 3 E��snxcnnvrwvxrerusirvcnrvwxEsrvv �xr <br /> .raro�wvmrryna � <br /> 3l4" DIAMETERDOWEL. DOVJELSTO DRAINAGE 1 y�*Fo„:'�e��o`��»Fwzoo,o..ow.�,<«o<ao <br /> N � ' us.eori.o cor�unou ran..re��eo r�eox ws � <br /> BE10" LONGCENTEREDWITH SLOT � P6AN�� o <br /> CEMENTCONCRETE 60, w <br /> JOINT SPACE AT 18" ON CENTER. ,y��N voxnin <br /> PAVEMENT WITH INTEGRAL oowE� ro eE wsrnuEo w Forzm - � <br /> CURB AND GUTTER wirH AN nvaaoveo oowE� � � <br /> BASKET. LIGHTLVOLLFULLLENGTH E%TRUDEDCEMENTCONCRETECURBSE[TION �J„I ry <br /> OFDOWEL. � \ j m <br /> DRAINAGE / <br /> � WEL�EDWIREMESHN2 - 6X60RAPPROVED CONSTRUCTIONJOINT SLOT I ��t�� ' W > 3 <br /> CEMENTCONCRETE 9 u1 - <br /> � ' PAVEMENTPERWSDOT 12" PREMOLDEOJOINT N4REWFORCING U � F <br /> m � �� - - - � ' - STO. SPEC. 5-05 RLLERPERWSDOTSTD. BAR (MIN.) . W � � �~p <br /> CRUSHEDSURFACING R ��Z SPEC. 9-04.1�2) THROUGH IMBSUBGRADENTO . I O W oW <br /> - BASE COURSE PER FULL DEPTH OF WNCRETE MANUFACTURERS�. i � <br /> WSDOT STD SPEG 4-04. PAVEMENT GftEEN CAST CONCRETE PROOUCTS, � , d Z c W <br /> LLC �i <br /> � � v---SUBGRA�E SHALL BE p� - _� � � (FI%ED STRUCTURE) OLD CASTLE PRECAST. WG � �� � � <br /> � � � PREPARE� PERWS�OT ' � <br /> ST�. SPEG206. HOLROVDCOMPANV, INC. 5[[ f � � I v' sassoeroncorvs.aocnoaosmoma <br /> ISOLATION JOINT PUGET SOUND PRECAST ; i I <br /> `cEuexrmxca�iEcune <br /> CEMENT CONCRETE PAVEMENT - ON SITE 2 CEMENT CONCRETE WHEEL STOP 5 � , IOIMSPACING i- ` eirr oF eveRen �' <br /> SCALE: NTS SCALE�. NTS � roeuc woaKs oevsxre�e„r <br /> 18" PREMOLDED JOINT FILLER ' <br /> PER WSDOT STD. SPEG 9-04.1(2) i *-- � � . �� . .. j a �n�;�_, a <br /> E%T0.UDEDCEMENT I <br /> THROUGHFULL �EPTHOF CDNCNFiESEQIONS '� 311 06.0]2018 <br /> HOT MIX ASPNALT (HMA) CLASS V2" CONCRETE CURB .�_ - _ _ <br /> - WITH PERFORMANCE GRADE 6422 <br /> azw xo <br /> ASPHALT BINDER PER �4249 <br /> WSDOT STD. SPE0. 5-09. 3l6" PREMOLDED JOINT exRJB oe.-.SP <br /> m .. . . . . . . . Q ..� � : 3I8" FlLLERPERNISDOTSTD. ��� �y�E <br /> ASPHALTTREATEDBASE yg�� TQ ��p p SPEC. 9-04.1(2) THROUGH EXTRUDED CURB o �"� <br /> oe. JFR <br /> � CRUSHED SURFAqNG BASE � � FULL �EPTH OF CONCRETE SCALE� NTS V ��� <br /> � � � . �� �COURSEPERWSDOTST�. SPEC.� PAVEMENT SITEAND <br /> q_pq SURFACING DETAILS <br /> 3 STANDARDDUTY SUBGRADESHALLBEPREPARED HEAWDUTY <br /> PER WS�OT STD. SPEC. 2-06. <br /> � ISOMETRIC SECTION <br /> EXPANSION JOINT <br /> NOTES BC RA � <br /> � NOTES: � i. CEMENT CONCRETE CURBS SHALL BE PER WS�OT STD. SPEG 8-04. <br /> � 1. DEPTHSARECOMPACTEDTHICKNESS 2BASECOURSESHALLMATCHADJACENTPAVEMENTSECTIONANDEXTENDI' , .�..«cuwx�svesevrc� <br /> E <br /> BEVOND BACK OF CURB. <br /> HMAPAVEMENT - ONSITE � 3SEEEXPANS�oN �o�NTOETA�� �N ��E� oFF-3o ,o <br /> SCALE' NTS J 4- EXPANSION JOINTS W THE CURB SHALL MATCH EXPANSION JOINTS IN THE <br /> � AOJACENT SIOEWALK. <br /> o CURB AND GUTTER JOINT DETAIL v CZ . OZ <br /> SCALE: NTS <br /> ISSUE FOR CONSTRUCTION <br /> IFSHEEI MEASURES LESS iHAN 2dN36'.ITISA FE�UCED PRINT REDUCE SCAIEACCOROINGLY <br />