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<br /> CEMENT CONCRETE, P O RT I � N O F S E C . 8 TW N . 2 9 N . RG E . 0 5 E . W. M . � � � ��
<br /> CLASS 3000 � �J
<br /> �; �.
<br /> ; ,�
<br /> 6�� SEE ARCHITECT PLANS FOR I� �
<br /> ��- �� C Y OF EVERETT SNOHOMISH COUNTY WASHINGTON . ■ -
<br /> CONSTRUCTION JOINT LAYOUT ;
<br /> 2 ._.� ._�,_.��..k, �.,..am,�_�,..,�,�_�,__.�Y�,.��m.m.�z�.��_.._,..� ��$ � ' �
<br /> �� �
<br /> � TOOLED JOINT �
<br /> � i � �� 2% SLOPE (1/4" DROP PER 1') � y f ^ CLASS 4000
<br /> � CONCRETE TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> ,�6"��UN�LESS , . . : . . .., �4�� PAVEMENT NOTE :
<br /> a., , . , . . , •
<br /> � , NON-EXTRUDED
<br /> 12��£ � NOTED 1" R �` °�"�41µ��" �-,�--�-w JOINT SEALANT FILLER 1. RE �
<br /> - - - "� PREFORMED JOINT ALL DEPTHS SHOWN A 2215 North 30th Street, Suite 300 Tacoma WA 98403
<br /> � �_�,, THERWI ' > ______ �� ° THICKENED EDGE COMPACTED DEPTHS. 253.3832422 TEL 253.3832572 FaX www.ahbl.com WEB
<br /> ;
<br /> • _� -I I I-I I I-I I I-I I I-I I I-I I 6"; o . , � 2. PREPARE SUBGRADE PER
<br /> a Q , CRUSHED SURFACING TOP NOTE : GEOTECHNICAL Prolect Title:
<br /> � A -�� � � --� ° � ° COURSE PER WSDOT 1. ALL DEPTHS SHOWN ARE
<br /> �-�--�----- � -��--- - � STANDARD SPECIFICATION COMPACTED DEPTHS. RECOMMENDATIONS.
<br /> . , .
<br /> - - _� ,-
<br /> 4 = 9-03.9(3) 2. PREPARE SUBGRADE PER
<br /> PAVEMENT I' ,�.�.M..a._.,.,...�.,.�
<br /> -I I I-I � I- COMPACTED SUBGRADE � � � �' GEOTECHNICAL � GLACIER
<br /> � ' g � /���� /���� 12 COMPACTED PCC PAVEMENT BASE COURSE
<br /> NOTES ��� 8��� \/\�/��/�j\�/�/ EXPANSION JOINT RECOMMENDATIONS. 3" PERV�/LA�ST1/2'APG64-22 PEAK AT
<br /> � � /\ \ � SUBGRADE TO 95%
<br /> � �/�//����\,/�//� �� HMA CLASS 1/2", PG 64-22 S O ST NDARD
<br /> 1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM PER WSDOT STANDARD SPECIFICATION 5-04 RIVERSI DE
<br /> DENSITY. 2'�
<br /> D/4 (1" MIN.) SPECIFICATION 5-04 6„
<br /> ��2�� ��4�� ��- 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, " � 4" CRUSHED SURFACING TOP COURSE PER
<br /> R1/4° 2 TOP COURSE PER \ \ \ \ WSDOT STANDARD PANATTONI
<br /> METER BOXES, ETC. IN SIDEWALKS OR AS OTHERWISE INDICATED ON LANDSCAPE PLANS. /�\�\ /�\
<br /> 2�� \�� �/\�\�� �/ WSDOT STANDARD /��\�\�\����\�\� SPECIFICATION 9-03.9(3) DEVELOPMENT
<br /> 3. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 5' UNLESS OTHERWISE SHOWN. ����\ �\/�j�\�\ SPECIFICATION 9-03.9(3) ����\�\/����\�\
<br /> REFER TO LANDSCAPE ARCHITECT PLANS FOR JO►NTING LAYOUT. �\j����\/j����\ 12„ ��j\�\��/j\�\�� COMPACTED o COMPANY, LLC
<br /> 12" \/� �/\/� � COMPACTED \/\ \/��\ \ SUBGRADE TO 95/o
<br /> 4. A BROOMED FINISH SHALL BE PROVIDED IN TRANSVERSE DIRECTION UNLESS OTHERWISE JOINT SEALANT SAWCUT %�/�\�/j�/�\� SUBGRADE TO 95% j���\\��j��/\\� 900 SW 16TH STREET
<br /> INDICATED. REFER TO LANDSCAPE ARCHITECT PLANS. CONSTRUCTION .JOINT CONTRACTION JOINT �\/��/��\�\���/� �������������/� SUITE 300
<br /> RENTON, WA 98057
<br /> CONTACT: DONNIE BELK
<br /> INTEGRAL CURB AND SIDEWALK NOTES:
<br /> 1 NOT TO SCALE 1. CONTRACTOR OPTION: IN LIEU OF THE KEYED JOlNT, UTILIZE 3/4" DIAMETER (1" DIAMETER AT 8" THICK SECTION)x 16" LONG STA N DARD PAVE M E NT H EAVY D UTY PAVE M E NT Job No.
<br /> DOWEL BAR AT 12" SPACING.
<br /> NOT TO SCALE � NOT TO SCALE 2170746.10
<br /> 2. CONTROL JOINTS SHALL BE PLACED AT 15 FOOT lNTERVALS.
<br /> 1/4" EDGED Issue Set & Date:
<br /> GROOVE 3. SUBGRADE COMPACTION FOR CONCRETE PAVEMENT SHALL BE 95% OF MAXIMUM DENSITY PER ASTM TEST
<br /> DESIGNATION D-698.
<br /> �2%
<br /> CONCRETE SECTION AT TRUCK DOCKS PERMIT SET
<br /> da . '. , . ° , a ° ` , a
<br /> � VERTICAL PEDESTRIAN CURB TRUNCATED DOME
<br /> a . a , a o
<br /> ` a aa ° a
<br /> NOT TO SCALE DETECTABLE WARNING
<br /> RAMP NO STEEPER THAN 8%
<br /> �����v�����i�/��/� 5/18/2018
<br /> � ������\\��\\��\\���\ � P R ECAST CON C R ETE $
<br /> BARRIER FREE PARKING SPACE
<br /> �'� '� WHEEL STOP FLUSH SIGNAGE (EACH STALL) C2.1
<br /> � 4" CEMENT CONCRETE � 6" 6 (ADJACENT TO
<br /> � SIDEWALK ' C2.1
<br /> � COMPACTED FLUSH CURB) � N � RAMP NO STEEPER THAN 8%
<br /> � 2" CRUSHED SURFACING � SUBGRADE x W
<br /> € TOP COURSE ; CEMENT CONCRETE SIDEWALK 5 �.4'��F W sg���
<br /> ooao
<br /> 000
<br /> � PER PLAN y � #3 BARS (2) 2" CLR (TYP) ooaoFLUo H� . �.����$ �G���
<br /> a�o�a�o�
<br /> 0 0�0�0�0�
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<br /> 00000�oo�
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<br /> � 21
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<br /> No-rEs: Y ELEVATION ',
<br /> 1. CEMENT CONCRETE SHALL BE CLASS 3,000 PSL t� I�,
<br /> 6� N ��P� � 34858$9 sy� II
<br /> 2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY. � ��`s`S ONAL�����
<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//8/2o/B
<br /> BY THE ARCHITECTURAL PLANS. 1!4" EDGE GROOVE SHALL BE PROVIDED
<br /> AT JOINT EDGES. INTERNATIONAL
<br /> 13I16" DIA. HOLES SYMBOL OF ACCESS
<br /> 4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS. 9" PAINTED ON PAVING.
<br /> SIDEWALK PLAN 9� 9� 9�
<br /> NOTiCE
<br /> 5 ��„��,���N�,��,�
<br /> NOT TO SCALE 4" SOLID WHITE ������"�
<br /> PAINTED LINE °"��'1°�'s"R'"S°°a�"Tsr�u�
<br /> 24" SOLID WHITE ���m���,"�"f��
<br /> 5�� eoanax m nur r�aEcr a�r-0rt an onm ra�cr.
<br /> PAVEMENT STRIP
<br /> 2 1/2" � 2 1/2" NOTES: @ 4 FEET O.C.
<br /> a 12" � 1. THE NON-SHRINK GROUT USED TO
<br /> ���
<br /> � ��ry� �; 6„ #3 BARS (2} ATTACH THE PRECAST CURB SHALL NOTES:
<br /> �..,mw,. �._.'...�, _�.�.y=�.m�a..z.�., _A.�,,R,, ._.._m:a,�..._.� CONSIST OF 3:1 SAND AND CEMENT.
<br /> 1. SPACES TO BE LOCATED PER SITE PLAN.
<br /> �� RESERVED � ���� GROUT TO A DEPTH OF 1° FROM THE 2. SLOPE IN HANDICAP STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION.
<br /> PARKING o,r TOP OF THE BUMPER.
<br /> �� ' NON-SHRINK �
<br /> 4
<br /> � _�,�, �r�,e�.-.. .2.,��-.-r_�,_..-_u-.__.a.��nn�� GROUT 2. LOCATIONS FOR WEEPHOLES, AND
<br /> _ ...
<br /> � € ACCESIBLE PARKING STALL
<br /> ; � V-SLOTS SHALL BE IDENTtFIED ON
<br /> � ������ � THE DELIVERY ORDER DRAWINGS. 7
<br /> ��� i NOT TO SCALE �
<br /> e�� #6 BAR (2) 3. CONCRETE SHALL HAVE A
<br /> _,��,�_.«_�.�_ €
<br /> VAN � Y-�p X� 18" MIN COMPRESSIVE STRENGTH OF 3000
<br /> ACCESSIBL ``'� Z Q� PSI AT 28 DAYS.
<br /> ��� � �i
<br /> :�w
<br /> 2
<br /> � .....�._w.
<br /> 12° i�, u,� -
<br /> 2" DIA. G.I.P. n ' VAN ACCESSIBLE �
<br /> SCH. 40 STALLS ONLY
<br /> ;
<br /> ;
<br /> 10
<br /> � �
<br /> = PRECAST CONCRETE WHEELSTOP 2-�,2° 5�� 2-�,2��
<br /> Revisions:
<br /> PROPOSED � NOT TO SCALE
<br /> GRADE y 5 1/2" 1-1/2" R
<br /> �
<br /> i i i-i i i-i i i-i i .. . i i i i i i i i i �.�...,'�.� 1" R (TYP) Sheet Title:
<br /> � � � � � �-� � �- � � �-� � I-� °
<br /> � � FINISH GROUND GRADE T RU JOIONT SITE NOTES
<br /> � � - - - - - - -
<br /> � � - N ° ' -�i I,,,I I 1=1 I 1=1 I 1=1 I 1=' -
<br /> • � PAVEMENT , _��,_�;,_ � AND DETAILS
<br /> # C° � ° � 1" R (TYP)
<br /> � � d.
<br /> CONCRETE ' . . ;. . . N� ' NOTE _ _ _ _ _ _ _ _ _ _
<br /> � � „ _ CONSTRUCTION SHALL =
<br /> , d-
<br /> � � CONFORM TO WSDOT � Desianed bv: Drawn bv: Checked bv:
<br /> � ` � BEB BEB/TDW STK
<br /> ..�_._�.� .u_Y..�..�..w ,_�v_�w. _.,._,.� __� . a SPEC. 8-04.3 NOTE:
<br /> ��� ' �� � TOP OF CURB � . °° THE ADHESIVE SHALL MEET THE
<br /> T � - � �. � ` AT APPROACH ° REQUIREMENTS OF SECTION ADHESIVE, SEE NOTE
<br /> Q � � 9-26.1 FOR TYPE-II EPDXY
<br /> ���� �8" MIN.� „ BONDING AGENT Sheet No.
<br /> � a � , 73/4
<br /> � ��
<br /> Knowwhat�sbelow. ACCESIBLE PARKING SIGN VERTICAL CURB EXTRUDED CURB .
<br /> 8 NOT TO SCALE � NOT TO SCALE � O NOT TO SCALE
<br /> all before you dig.
<br /> 3 of 10 Sheets
<br /> DATE: May 18, 2018 FILENAME: Q:�2017�2170746\10_CIV\CAD\_SITE PERMIT\2170746-SH-DETL.dwg
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