|
�
<br /> �
<br /> 00
<br /> U �
<br /> Z �
<br /> U
<br /> IRE MESH PER WSDOT 0.5' •
<br /> CONTRACTION ` w �
<br /> N STD. SPEC. 9.07-7 JOINT PER 0.5' '� o
<br /> � � a
<br /> DETAIL �
<br /> CEMENT CONCRETE FACE 4F CURe - ., �VARIES 12"TO 2A" - FACE Of CURB , - FACE OF CI�RB .-- FAGE OF CU[2B pUp O
<br /> . d' . • .• a . a : � { 1^�y 10'TO 22"... ��1„ `� `_.-
<br /> , . a . ,.' STDE PEC 8E�WSDOT a • : . . o e- _. ,., i� i tsEE wa,cr� �, ,,� � R s 7rz�� -- va�i�s! __ ' vnR�Es F�oM s"{IN)FO tS°c�N]- � o
<br /> d • a. _
<br /> . . '
<br /> � , •� . .. �_ d ' _6112" - T I 1H' V QPE
<br /> �� - --.
<br /> 9 ' ( 1 R CaNT ,, i N} � . 5-t12� t -- ' �"(EN) � , ONIS6 E CJF�URB � ,.�c� W
<br /> . . . . � � • 4�� SCH. 40 STEEL PIPE ,. ;' j ;' ,' i , i~(�r��R ;. i f� R �J a' �
<br /> A
<br /> CRUSHED SURFACING d• ,• .; MATCr ROADWAY , / MATCH ROAQNfAY r I+ TyIATCH RflA�WRY � �
<br /> i 1/2°ffN)R � MqTCH ROADWAY
<br /> , � . . , � FILLED WITH s�oPE � _ --�. , .r s�oP� � . -� �',' s�.o�� �n°p��� _ , � `, s�.o�E
<br /> � TOP COURSE PER � a � � COMMERCIAL ,n� ��rt�R -�., � ���, ' ,' ' m r'` , iiz•�tinq�. ,, � ;•� � �r,z°t�N) , ftaaawAv ,; � �r�`�tiN1 ;- RoapwAv M �
<br /> _, i ,} / �' r ROAUWAY t_ (;- R C7_ .
<br /> WSDOT STD. SPEC. 4-04. ' .� � • ROAawnv r ` ,'z �' .`, a.'. ,� ---�- � �r . _ --"�-1 _ � i ' --�-- t� --�r--� � �. ;' � w
<br /> . . - CONCRETE WITH TOP o , ". a� z.o�
<br /> r �
<br /> ROUNDED M
<br /> �SUBGRADE SHALL BE ' • , . • , , T , � � LLo � . .. �o
<br /> _ _ . , .4, , -
<br /> � 3 . 'i- i w-"' '�. � ,,�`� � U
<br /> PREPARED PER WSDOT 0.7' 0.5' 0.1' � �:. �' ` ` " -° • " _, ' t . ` ' � r ' `° ��i .- � � ' ' � ��usFi�nnrr+�urrER�Ar�nr cuaa � �
<br /> PAVEMENT OR � �' '1 �MP Erv-�w��vc���,�z�E�Na vE�r�c�� o Q
<br /> STD. SPEC. 2-06. ^� '"" �� f , '`.,r � a
<br /> FINISH GRADE � 11 11?" 11 1f2 ; T=fi" � � ,' y_s� `- LIF'A7 DRIVEWAY ENTRANCE � � .
<br /> •� � _ v
<br /> ADJACENT y '� � _ _ __ � N
<br /> 3/8"TO 1I2" R 3/8" PREMOLDED JOWT FILLER PAVEMENT PER � i � T`` o
<br /> PLANS • �' oo DUA�-FACED CEl�IIIENT CC?NCRETE CEMENT CONCRETE DEPRESSED CURB S�GTIC7N s��
<br /> PER WSDOT STD. SPEC. 9-04.1(2) SIDEWALK WITH INTEGRAL � ° TRn��ic cuRe nNo�u�rT�R TRAFFIC C�1RB AND GUTTER ATCURB RAh4P5AND
<br /> iv THROUGH FULL DEPTH OF 3" COVER �RIVEWAYENTRANCES
<br /> CONCRETE PAVEMENT CURB �. :•.. ' OVER FOOTWG
<br /> . , a a
<br /> •a � . . . , s,
<br /> � � 0 4 . . . . � .. . . .'°• Z ��8��TO 1/4�� •. � � 1Y2"(INj f2 ,, '� ,, t"(IN}R EME NCfiETE Nt1TE � .
<br /> _ . - .� C NT CO ��
<br /> �- . �' �` CEMENT CONCRETE OR 1t2"(IN)R. -,. ..• e, �� CURB I�AMP iAtiblNG. � �� .
<br /> i� � 3/8"TO 1/2" R � .. . , ,; � ;- Aspru��.r cor�c�Er� � _ �„�k�y .`' �R aRFv�,+vnr '"4. � 'p�4�c.,�.
<br /> ° � ''a COMMERCIAL s�oEwraLK o�pni-rs � ENzanrvCE 1. See Standard Pfan F-3D.10 far Curb Expansian and �+ '� ``�'j �
<br /> EXPANSION JOINT (EJ) � �;: . .� � . a � _ rt �AR,�S FROM _� R co�k���a�� J�����Ra��� a�a se�9s��►aa�a � .�,�'
<br /> . CONCRETE _�, ; . s"pN)TO 0��t�r�� ----- iFic tion Sectians 04 and -Q4 for '�
<br /> S�7@C e 8• ��"
<br /> ,a • .a • . , • z a . . ' , � ; additional requinements. ''� � �°
<br /> a • � a • ,a - g" ' - ,
<br /> o ` � .
<br /> � � �- , .-M-' - Z •d : • �---- � 3/8"(IN)PREMOLDED JOINT FI�LER --t-
<br /> 11 a • •.d � ' M � ,e ., i a �•d , C4NCRFTE SIOENN1GehC}EMENl' t _ ORNT FIL EEMOIDED � 43+G32 �T��
<br /> 3/8"TO 1/2" R � '�'�I ST'���`' '**
<br /> 3/8 PREMOLDED JOINT FILLER CONTRACTION JOINT (CJ) � -4
<br /> .Sk�'„�G�
<br /> PER WSDOT STD. SPEC. 9-04.1(2) ' �� CEMENT CONCRETE P�DESTRIAN CURB GEMENT CC}NCR�TE PEaESTRIAN CURB f��,�� �,
<br /> iv THROUGH FULL DEPTH OF ATCURBRAMPS, t.a�arr�cs.
<br /> CONCRETE PAVEMENT AND QRfVEWAY ENTRANCES
<br /> NOTES: NOTES: �, Date:2018.05.30 15:56:45-07'00'
<br /> : a . � 1. DEPTHS ARE COMPACTED THICKNESS. 1. ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW. a
<br /> (FIXED STRUCTURE) 2. REFER TO LANDSCAPING PLANS FOR JOINTWG 2. COMMERCIAL CONCRETE PER WSDOT STD. SPEC. " �''"����;��
<br /> � T 4 J
<br /> .,:
<br /> \ � LL fACE OF CURB - ,VARlES 1Z"TO 24", ' FAi,E OF CURB FACE OF Ct1Rfl -�R�"F`�O��aAS�f��'r2�
<br /> i � � . LAYOUT. 6-02.3 2 B. � 4- �
<br /> i -- FACE OF C61RB � `' `t• ��,
<br /> 3. REFER TO WSDOT STD. SPEC. 8-14. �
<br /> ISOLATION JOINT 4. MAXIMUM CROSS SLOPE OF SIDEWALK SHALL BE m --�-; vnRiEs --- �1��. ',- p; �,� � ,rt �
<br /> ..
<br /> r` , � ea"�0 2z' a° 6 i�2„ .-
<br /> 2.00%. REFER TO GRADING PLAN FOR DETAILED � "' "� ( " -� � �� �
<br /> �i���NG. b 1"(!N}R. � ��SFE Gf�i�tTRACP �� � 112"(INj R � ��� r- t"(IN)R 1I2" 1N R -�. 3 4,=' ��� .- ��.y`��t STB4`�O �'�c�i .
<br /> -_ . i 5 1/2 1" 1 1J2"(INJ R
<br /> � i 1"(�N}R �
<br /> : I �>_.-�. ROAf]WAY ����
<br /> CEMENT CONCRETE SIDEWALK - ON SITE FIXED BOLLARD ��A�RY,� fi �;� -� ; � .. � . ��� ��� .- R°Ao,�^� , � . . ' �� ;- R��,��� " f--���� , �� �� ��--�,� `'s�,n,�.�L ��
<br /> �; �>
<br /> � 4 _� . �. � � � �
<br /> t_ �� r. � ,� ,�
<br /> • - , --_
<br /> SCALE:NTS � - tl �
<br /> __- � , __ ,
<br /> ,
<br /> SCALE: NTS " ' ' � ` � ' ,� "����� _
<br /> q, G. V:
<br /> � �� � CEMENT Ct}NCRETE CURBS
<br /> �. � - k �,> � � -
<br /> � . � . �,
<br /> , , .
<br /> - F '� ' '---- � s f_-- ° ° r ST/�NDARD PLAN F-1Q.12-03
<br /> 1/4"WIDE SAWED � �q� � ,� � �sa4�� e ua� � � sHE�r�oF� s�+�� a::�
<br /> - � �__ �„.-- .�___.-- 8114"
<br /> CONSTRUCTION JOINT PER ' � -J--}' X a,aPRovEo�oR PuaucATioN "
<br /> ��� � .-,
<br /> CEMENT p�4 � � �� � �
<br /> CONCRETE WHERE WSDOT STD. SPEC. � ��� ��� � ,�, ::;,�h, .
<br /> SHOWN ON SITE 5-05.3 8 A DUAL-FACED CEMENT CEMENT CONCRETE 111�OUt�TABLE CEMENT ��`A'E°E�'`'"�"��"fER
<br /> .r..
<br /> �^f"�`Washinylon State DopoMmente#Tron�pertiohon
<br /> PLAN � a �� ` � �° � � CONCRETE TRAFFiC CURB TRAFFIC CURB CONCRE7E TRA�FIC CURB '�'� `
<br /> 6.5 � � � � � � � ��
<br /> ��
<br /> 0 4 . _ _ _ _:
<br /> . � ' v . • • •
<br /> Rr•- 5.5" R 1/2° . � � .� � � �. .
<br /> CONTRACTION JOINT �
<br /> � � �° � �� � � � CEMENT CONCRETE CURBS - ON SITE I-
<br /> � a .: ' �a'. a .. . � APPLY CURING COMPOUND TO SLAB �
<br /> . _ FACE AT A COVERAGE RATE OF 300 3/4"WIDE BY 1" DEEP MIN. PER MANUFACTURER'S SCALE: NTS � -�
<br /> SF MAX PER GALLON TO ACT AS A TOOLED JOINT. FILL WITH DETAILS �
<br /> ° . 'd . � a' • � ' � BOND BREAKER AT LEAST 48 HOURS U
<br /> PAVEMENT SEALANT. TOOL
<br /> : � . �� �a� � : . PRIOR TO PLACING NEW SLAB. JOINT IMMEDIATELY PRIOR � PRECAST CONCRETE �p�'�$ Q
<br /> � �`� � � TO INSTALLING PAVEMENT WHEEL STOP �
<br /> � i_ �ur oa snw�p i���n�rs stinu����.,�+c�r�r�nr ra �
<br /> SEALANT. �xc�e�rs�c��c�r�r��.�H�u,c�,r�7s sHaE�,�� �
<br /> i-- v� � I DIAMETER PER TOP OF REINFORCING
<br /> ;;�' i'L�CECI UNI Y A7�'UIN75 C7�7At�GENCY nM �
<br /> W W d Q I � 57REET ALIEY ANn t7filV�WAY RfTL3itN5 Aht13
<br /> I MANUFACTURER S BAR FLUSH WITH TOP u r����r r��u+o i r w�s a c�u a N r�r W�g A v�n n��r
<br /> WY ' " . � � ' `,a� ° p I DETAILS OF CONCRETE �`lr�° ' ='� z l�z" s�a�. U
<br /> 1/2" PREMOLDED JOINT FILLER > U � � a �� ' � ' ' ' �. C�t��►tEt��kAt.��E�t��tvt€�����.nn�x A5 tA��Ft� C
<br /> Q = - REINFORCING �urirswsar�Tsr����Ro��Eafs�a�rirarv5 C
<br /> PER WSDOT STD. SPEC. d F- � t��Aapius. �'
<br /> 9-04.1(2)THROUGH FULL DEPTH (FIRST PLACEMENT) (SECOND PLACEMENT) PER rvricai�z pt�nt�s � � �
<br /> N MANUFACTURER'S �. cc�r���ET��u��s wi�����rac:wrsr�=nrn rHE
<br /> i b �^ � E!flSTtiVrta f�AU�h9�i�T BY USING AN A[7ifE5IVE.T�{E
<br /> OF CONCRETE PAVEMENT p"�'��^^'���T " np��siv�sr�n�t.r�s�r tH���czur��nieNTs n�
<br /> � „ DETAILS a a �i�Ilz..� � s�c:�ic�N�-a�.�Qsrt�r��rszacarla�wn.srnru�nRB
<br /> 3/4 DIAMETER DOWEL. DOWELS TO DRAINAGE �-
<br /> CEMENT CONCRETE BE 10" LONG CENTERED WITH SLOT _ ass�ecr�rEo s��cs�€cAr�or�sFORTva�fw��axvsc����n�� L
<br /> diG E N'F, r
<br /> S�0 ti _��~�,
<br /> JOINT SPACE AT 18" ON CENTER. "
<br /> PAVEMENT WITH INTEGRAL DOWELTO BE INSTALLED IN FORM M�ti �, �������� W -
<br /> WITH AN APPROVED DOWEL � �„�
<br /> CURB AND GUTTER BASKET. LIGHTLY OIL FULL LENGTH � �xr��,o�a c���r�r carvcR�-r��€��s s�cr�o� W N
<br /> N OF DOWEL. DRAINAGE � I W rn
<br /> � WELDED WIRE MESH W2-6X6 OR APPROVED I � Q Q
<br /> CEMENT CONCRETE
<br /> C O N S T R U C T I O N J O I N T SLOT 9���� W } � .
<br /> � � , .Q . � � � PAVEMENT PER WSDOT 1/2" PREMOLDED JOINT #4 REINFORCING � m �
<br /> FILLER PER WSDOT STD. � � w � � W
<br /> Cn � � � �� � . '�� �� STD. SPEC. 5-05 BAR MIN. U E-
<br /> � a ° • � �� � � � R 1/2" SPEC. 9-04.1 2 THROUGH IMBEDDED 18" INTO .� U
<br /> CRUSHED SURFACING � � SUBGRADE O W M W
<br /> � BASE COURSE PER FULL DEPTH OF CONCRETE MANUFACTURERS: �
<br /> P A V E M E N T 1 5'n�A x s P��c i"� ti �
<br /> W S D O T S T D. S P E C. 4-0 4. GREEN CAST CONCRETE PRODUCTS, d Z �t W
<br /> ° a� � � � LLC.
<br /> •----SUBGRADE SHALL BE p . � � .� (FIXED STRUCTURE) OLD CASTLE PRECAST, INC. � REVISIONS
<br /> PREPARED PER WSDOT � �� � � HOLROYD COMPANY, INC. A r� �
<br /> sTo. sPEc. 2-06. ISOLATION JOINT PUGET SOUND PRECAST = �
<br /> $
<br /> � SkhNC UT J l`�IFt7 �*��
<br /> �' SEE SECTIC}N `--LfiNE�1T G(}4VCRETE CIPRB
<br /> �
<br /> � .
<br /> �r
<br /> ,:
<br /> CEMENT CONCRETE PAVEMENT - ON SITE 2 CEMENT CONCRETE WHEEL STOP ;
<br /> SCALE:NTS 5 � 10ANT�PACING �ITY� OF E�/ERE'I�T
<br /> SCALE: NTS
<br /> 3/8" PREMOLDED JOINT FILLER � � ��"'�ue�.�c wo��rs o�,a��M��r
<br /> � �L�.�,�b::au,.��''w���n ,.� oafasli4ta
<br /> PER WSDOT STD. SPEC. 9-04.1(2) , , DATE
<br /> ;�
<br /> THROUGH FULL DEPTH OF �` �����d�� ������ ��� 0529.2018
<br /> HOT MIX ASPHALT (HMA) CLASS 1/2" CONCRETE CURB -'`� C1�►VCfiETE SECTIONS
<br /> N WITH PERFORMANCE GRADE 64-22 M BCRANO.
<br /> ASPHALT BINDER PER 14249
<br /> WSDOT STD. SPEC. 5-04. .a � 3/8" PREMOLDED JOINT
<br /> �' � � 3�8�� FILLERPERWSDOTSTD. EXTRUDED CURB DRAWNBY:R.IB DESIGNEDBY:SP
<br /> ASPHALTTREATED BASE ' a. 3/8"TO 1/2" R SPEC. 9-04.1(2)THROUGH Q REVIEWEDBY:�FR
<br /> CRUSHED SURFACING BASE f �a ,� . . V
<br /> N COURSE PER WSDOT STD. SPEC. N . . FULL DEPTH OF CONCRETE SITE AND
<br /> ; PAVEM E NT SHEET TITLE
<br /> SCALE: NTS
<br /> m 4-04. �.� . . . . . .. . . .
<br /> � e �• .' q •a.' • �°' . . .�'• �
<br /> SURFACING DETAILS
<br /> � STANDARD DUTY SUBGRADE SHALL BE PREPARED HEAVY DUTY � � °: � �� � � �� �� ���� d �' ' �� '
<br /> � PER WSDOT STD. SPEC. 2-06. � • �a .� ��: �� � �' '
<br /> 0
<br /> N
<br /> � ISOMETRIC SECTION
<br /> �
<br /> N
<br /> `� EXPANSION JOINT �
<br /> w
<br /> �
<br /> w NOTES: NOTCEMENT CONCRETE CURBS SHALL BE PER WSDOT STD. SPEC. 8-04. �
<br /> J B C RA � '
<br /> '� 1. DEPTHS ARE COMPACTED THICKNESS. 2.BASE COURSE SHALL MATCH ADJACENT PAVEMENT SECTION AND EXTEND 1' _ : �
<br /> � 0 COPYRIGHT 2017-BCRA,INC.ALL RIGHTS RESERVED
<br /> Q
<br /> � BEYOND BACK OF CURB. ; ,� W �
<br /> � H MA PAVEMENT - ON SITE 3. SEE EXPANSION JOINT DETAIL IN LIEU OF F-30.10. sHeer �f� � �
<br /> � SCALE: NTS
<br /> 3 4.EXPANSION JOINTS IN THE CURB SHALL MATCH EXPANSION JOINTS IN THE �''' 0
<br /> N ADJACENT SIDEWALK. �� u-
<br /> � e p
<br /> o CURB AND GUTTER JOINT DETAIL � �
<br /> W SCALE: NTS � ■ . W �
<br /> a �
<br /> � ':�"
<br /> CIVIL PERMIT SET '
<br /> IF SHEET MEASURES LESS THAN 24"X36"IT IS A REDUCED PRINT.REDUCE SCALEACCORDINGLY
<br />
|