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<br /> CEMENT CONCRETE, P O RT I O N O F S E C . 8 TW N . 2 9 N . R G E .
<br /> CLASS 3000 , 0 5 E . W. M . .
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<br /> ITY � F EVERETT SNOHOMISH C� UNTY � �
<br /> 6�� SEE ARCHITECT PLANS FOR ■ _
<br /> -� WASHINGTON . �
<br /> CONSTRUCTION JOINT LAYOUT ' -
<br /> 2� w� _._�, _,_._ ��._ , �_.,..�._._w�._�..�.�__d__ �_.___ _ _._ ..� �
<br /> � � ' TOOLED JOWT �
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<br /> , �� � 2°/a SLOPE (1/4" DROP PER 1') " CLASS 4000
<br /> � £ CONCRETE
<br /> .�_ _� .�-; ...__.__ ____...
<br /> � TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> �
<br /> �6 UNLESS G � ' ' � 4" PAVEMENT NON-EXTRUDED NOTE :
<br /> 12"i � NOTED 1" R � >° R_.____�____
<br /> , -� i�- I I-I ,- � I �� �o I i=� I � -�f -�- -- PREFORMED JOINT FILLER 1. ALL DEPTHS SHOWN ARE 2215 North 30th Street, Suite 300 Tacoma,WA 98403
<br /> � � ° JOINT SEALANT
<br /> OTF�ERV�i� _� � - � � � i _-� � � a
<br /> ' i � ��I �.�_� ''� i �� � ��i �� ��i���� ; �� '� ��� !=i i � 6"� � � ° ,� THICKENED EDGE COMPACTED DEPTHS. 253.383.2422 TE� 253.383.2572 FEv( www.ahbl.com WEB w
<br /> � � � I I � � � �� � . ` � � CRUSHED SURFACING TOP 2. PREPARE SUBGRADE PER
<br /> � -i � � „�, ' , � NOTE :
<br /> � _ - -� -- - - COURSE PER WSDOT GEOTECHNICAL Proiect Title:
<br /> �. _»._._ _._.._ .._ � I I- � 1. ALL DEPTHS SHOWN ARE
<br /> � � ; � � � , I :_ ! ' 4�.; STANDARD SPECIFICATION COMPACTED DEPTHS, RECOMMENDATIONS.
<br /> PAVEMENT �_-.=1 I !- -1 I �� �' ��. �____.. 9-03.9(3) 2. PREPARE SUBGRADE PER G LAC�E R
<br /> � � COMPACTED SUBGRADE � � � i�., � / � � ; PCC PAVEMENT BASE COURSE GEOTECHNICAL �
<br /> $��.,._�� �/., , :'; / , ;, ��j� 12" COMPACTED ' � ,
<br /> NOTES ` � ������;� �`�� �`"�SUBGRADE TO 95% EXPANSION .JOINT RECOMMENDATIONS. 3 HMA CLASS 1/2", PG 64-22 �EAK AT �� ��
<br /> HMA CLASS 1/2", PG 64-22 PER WSDOT STANDARD
<br /> 1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM � ��� ��� ������������ �� � SPECIFICATION 5-04
<br /> DENSITY. 2�� PER WSDOT STANDARD
<br /> RIVERSIDE
<br /> D/4 (1" MIN.) SPECIFICATION 5-04
<br /> 112�� 1/4" � 6' CRUSHED SURFACING
<br /> 2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE Client:
<br /> PLACED AT 15 FOOT INTERVALS AT DRIVEWAY RETURNS AND AROUND ALL UTILITY POLES, „ 2" � 4" CRUSHED SURFACING TOP COURSE PER
<br /> METER BOXES, ETC. IN SIDEWALKS OR AS OTHERWISE INDICATED ON LANDSCAPE PLANS. R1/4 TOP COURSE PER WSDOT STANDARD PANATTONI "
<br /> ��� � ���� ` ' �' �' �:� �' WSDOT STANDARD � ����������/����'� � ,�� SPECIFICATION 9-03.9(3)
<br /> 3. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 5' UN�ESS OTHERWISE SHOWN. ,�% ; � � �� � , ���� �.� SPECIFICATION 9-03.9(3) �i ��A �A �' � DEVELOPMENT
<br /> REFER TO LANDSCAPE ARCHITECT PLANS FOR JOINTI G LAYOUT. -�A/�\������A`�V�j� � �A V ��A��� �,�
<br /> ����:,/�,���`/�/�� �z° �;;�`%� �� ,;�, connPacTE� COM PANY LLC
<br /> 12 ;`: -V� i�VA�� �j� COMPACTED ,��,.�V�V�� \�V� �%, SUBGRADE TO 95% �
<br /> 4. A BROOMED FINISH SHALL BE PROVIDED IN TRANSVERSE DIRECTION UNLESS OTHERWISE JOINT SEALANT SAWCUT ,�����j�V��i�A�,, SUBGRADE TO 95% ��;:�; �V�\�,�.�V�� 900 SW 16TH STREET � �
<br /> INDICATED. REFER TO LANDSCAPE ARCHITECT PLANS. �,,A, ,�� _�A,A�,�� ��,� �� ,� / ' ' ,
<br /> C4NSTRUCTION JOINT CONTRRCTION J(JINT � � � � " � � ����` � ��'/ suiTE 300 � .
<br /> �:�� �A�V,; /,�i�`� ` j � RENTON, WA 98057
<br /> � ��'� \ /� i
<br /> CONTACT: DONNIE BELK
<br /> INTEGRAL CURB AND SIDEWALK "°��s:
<br /> 1. CONTRACTOR OPTION: IN LIEU OF THE KEYED JOINT, UTILIZE 3l4" DIAMETER (1" DIAMETER AT 8" THICK SECTION)x 16" LONG STAN DARD PAVE M E NT H EA Y 1 D UTY PAVE M E NT Job No.
<br /> , NOT TO SCALE DOWEL BAR AT 12"SPACING. � �
<br /> NOT TO SCALE NOT TO SCALE 2170746.10
<br /> 2. CONTROL JOINTS SHALL BE PLACED AT 15 FOOT INTERVALS. °
<br /> 1/4" EOGED Issue Set 8 Date;
<br /> GROOVE 3. SUBGRADE COMPACTION FOR CONCRETE PAVEMENT SHALL BE 95% OF MAXIMUM DENSITY PER ASTM TEST
<br /> -�20�o DESIGNATION D-698.
<br /> � � �` � ° � �� � � 3 ° ° 4� � ° a GONCRETE SECTION AT TRUCK DOCKS TRUNCATED DOME PERMIT SET - ,
<br /> 2 V E R T I C A L P E D E S T R I A N C U R B DETECTABLE WARNING �
<br /> NOT TO SCALE
<br /> �� � �� � � � ���� ������ ; RAMP NO STEEPER THAN 8% �� ��
<br /> 5/18/2018
<br /> �" \' \ �� # PRECAST CONCRETE BARRIER FREE PARKING SPACE g
<br /> � � � �� WHEEL STOP FLUSH
<br /> ;� 4" CEMENT CONCRETE � �
<br /> � 6" 6 SIGNAGE (EACH STALL) C2.1
<br /> ` SIDEWALK i (ADJACENT TO
<br /> � # COMPACTED C2.1 FLUSH CURB) N r-� RAMP NO STEEPER THAN 8%
<br /> 2" CRUSHED SURFACING � SUBGRADE � ,
<br /> ; TOP COURSE s
<br /> 5 �THE W�y
<br /> ' ° � � CEMENT CONCRETE SIDEWALK 4' was
<br /> �..__� .. ._ PER PLAN � #3 BARS (2) 2" CLR (TYP) �-- � ��; _ . . ��- ... � C2.1 �'�e�'��'oF ��������
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<br /> � ELEVATION _____-_-- -------___-
<br /> ' NOTES
<br /> . ENT CONCRETE SHALL BE CLASS 3,000 PSI.
<br /> __. _ _--_ _____---------
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<br /> - -__ __ .o�o� �Ec s8��9 ����. .
<br /> 2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY. 6' `V _
<br /> o� �SSIONAL ���
<br /> 3. EXPANSION JOINTS CONSISTING OF 3/8" BY 4" PREMOLDED JOINT --- -- - �-
<br /> MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED � OS//8/20/8
<br /> --------- __ �
<br /> BY THE ARCHITECTURAL PLANS. 1/4" EDGE GROOVE SHALL BE PROVIDED _
<br /> AT JOINT EDGES.
<br /> INTERNATIONAL ,
<br /> 4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS. 9„ 13/16" DIA. HOLES SYMBOL OF ACCESS
<br /> PAINTED ON PAVING. - - - -
<br /> S I D EWALK PLAN 9. 9. 9,
<br /> NOTiCE
<br /> N.IERATION OF 1FqS DOIX111ENT SHN.L NVALDAIE 1HE
<br /> N T TO SCALE 4" SOLID WHITE �10NAL�"1D�""��^�� . .
<br /> 1FIIS DOQIYENT DOES NOT DEROGAtE fROY I�QtVED
<br /> 24" SOLID WHITE PAINTED �INE �01N�,�"��,��T�� "
<br /> ua�Nor ro e�usm t�at r�r,uR�aoa at
<br /> PAV E M E N T ST R I P �ooinnaN m nuT awa�cr ac�u+r on�a�cr.
<br /> _ 5 a . ..
<br /> 2 1/2" � 2 1/2" NOTES: @ 4 FEET O.C.
<br /> = 12�� � 1. THE NON-SHRWK GROUT USED TO
<br /> ,.__ .... �_.. _v._,..�;
<br /> ' 6 #3 BARS (2) ATTACH THE PRECAST CURB SHALL NOTES:
<br /> ' � CONSIST OF 3:1 SAND AND CEMENT. 1. SPACES TO BE LOCATED PER SITE PLAN.
<br /> _ ��
<br /> RESERVED � � � ��- 10" GROUT TO A DEPTH OF 1" FROM THE '
<br /> PARKING o,; TOP OF THE BUMPER.
<br /> 2. SLOPE IN HANDICAP STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION.
<br /> ` NON-SHRINK Q
<br /> �' _-.._.__ m._.�__.. .�,.__ _ .___. � GROUT 2. LOCATIONS FOR WEEPHOLES, AND
<br /> ` V-SLOTSSHALLBEIDENTIFIED ON ACCESIBLE PARKING STALL
<br /> � i �
<br /> ' THE DELIVERY ORDER DRAWINGS. NOT TO SCALE
<br /> S1AtE DIBABLED iAfq18 �, ��., '
<br /> t PBillli NEOIREp ` � .
<br /> ' � - - - ' #6 BAR (2) 3. CONCRETE SHALL HAVE A
<br /> VAN - ' X; 18" MIN COMPRESSIVE STRENGTH OF 3000
<br /> ACCESSIBL `�'� Z Q� PSI AT 28 DAYS.
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<br /> " 2" DIA. G.I.P. VAN ACCESSIBLE �
<br /> SCH. 40 STALLS ONLY ` �p
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<br /> y PRECAST CONCRETE WHEELSTOP 2-�,2" 5" 2-�,Z° Revision :
<br /> PROPOSED i � NOT TO SCALE S
<br /> GRADE � 5 1/2"
<br /> 1-1/2" R
<br /> - � - : � . • ; , _, __.�_.. � ( Y ) Sheet Title• , .
<br /> - i �, ii I ;- - � � � � i-- ' ��� R P , .
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<br /> - , ��� � � i , - � I ' i ; i � DEPTH OF
<br /> ' �� � F�NISH GROUND GRADE SITE NOTES
<br /> THRU JOINT
<br /> � � - � � ������ � ���� � �,� AND DETAILS �
<br /> ' ; PAVEMENT ' �" I i '�I= _
<br /> �o �
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<br /> �� `� a � 1" R (TYP) C°
<br /> CONCRETE ' . N� �-+- r NOTE
<br /> �
<br /> � I �* CONSTRUCTION SHALL - - - - - - - - - -
<br /> ' � s , � CONFORM TO WSDOT � Desianed bv: Drawn bv, Checked bv: '
<br /> ���" , ,�< ��>� -- ---�,_._,�___ _ .�.. n__.e.�
<br /> '� � SPEC. 8-04.3 �
<br /> - ;z NOTE: BEB BEB/TDW STK
<br /> • � ���� �*j� TOP OF CURB � °� THE ADHESIVE SHALL MEET THE
<br /> AT APPROACH ADHESIVE, SEE NOTE
<br /> , Q . f ; ' REQUIREMENTS OF SECTION ,
<br /> �� A. � 8" MIN � 9-26.1 FOR TYPE-II EPDXY �
<br /> � Q � � � 7 3/4" BONDING AGENT Sheet No. :.
<br /> � �� + �
<br /> Knowwhat'sbelow. ACCESIBLE PARKING SIGN VERTICAL CURB EXTRUDED CURB
<br /> NOT TO SCALE � NOT TO SCALE
<br /> � O NOT TO SCALE ■
<br /> C11I before you dig. s of ,o sneets
<br /> DATE: May 18, 2018 FILENAME: Q:\2017\2170746110_CIV1CADi_SITE PERMIT\2170746-SH-DETL.dwg
<br /> . ���L L' i1�rYL.,.ir 1 vi'� i ..tii\IY11 � -
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